---
date: 2024-12-09
title: Regular Council Meetings Agenda Packet
source: 2024-12/2024-12-09_Regular Council Meetings_Agenda Packet.pdf
pages: 1
---

STOCKBRIDGE Council Meeting
CITY COUNCIL Agenda
Mayor Anthony S. Ford
December 9, 2024 6:00 PM
At-Large

Mayor Pro Tem Kyle D. Berry, Sr.

Council District 3

Councilmember Elton Alexander

Council District 5

Councilmember Yolanda Barber

Council District 4

Councilmember LaKeisha Gantt

Council District 1

Councilmember Alphonso Thomas

Council District 2

CITY MANAGER
Frederick Gardiner STOCKBRIDGE CITY HALL
CITY CLERK
4640 NORTH HENRY BLVD.
Vanessa Holiday
STOCKBRIDGE, GA 30281
CITY TREASURER
Frank Milazi Website: www.stockbridgega.org

Phone: 770-389-7900
CITY ATTORNEY
Fax: 770-389-7912
Quinton G. Washington
Translation and Interpretation Services are available with (7)
days prior notice. Please contact the City’s HR Manager at
770-389-7908 for assistance.
AGENDA
COUNCIL MEETING
CITY OF STOCKBRIDGE
MONDAY, DECEMBER 9, 2024 6:00 PM

CALL TO ORDER

INVOCATION

PLEDGE OF ALLEGIANCE

ROLL CALL

PUBLIC HEARING DEFERRED ITEM(S) ANNOUNCEMENT
1 The following items have been deferred and will not be presented:
Item #5 Comprehensive Plan Amendment Case #CP-2024-10
Item #6 Special Use Permit Case #SP-2024-01
Item #14 Annexation Case #AX-2024-02
Item #15 Comprehensive Plan Amendment Case #CP-2024-09
Item #16 Rezoning Case #RZ-2024-10

ADOPTION OF THE AGENDA

ADOPTION OF THE MINUTES
2 Adoption of the November 12, 2024 Council Meeting Minutes
Adoption of the November 19, 2024 Council Work Session Meeting Minutes

PUBLIC COMMENTS - All persons wishing to speak for public comment must
sign in with the City Clerk prior to the beginning of the meeting. You must sign
your name, address, and phone number. You will be able to address the Mayor
and Council for three (3) minutes. Speakers must respect all members of the
elected body, officials, and staff. Defamation, unruliness and/or swearing will not
be tolerated while meetings are in session.

CEREMONIAL
3 The following employees were recently recognized for their years of service
with the city:
Five Years of Service: Christine Chavis, Jason Jackson, Gordon Linton, Linda
Logan, Stephanie Milton, Kerri Ann Stewart, and Demetrius Wells
Ten Years of Service: Rex Hill, Uneeda Smith-Sellers, and Renee Wheeler
Page | 3

Fifteen Years of Service:Jeff Greenway, and Tammy Reilly
Twenty Years of Service: Eddie Albert and Howard Sanford
Proclamation: Delta Sigma Theta Sorority, Inc. - Henry County Alumnae
Chapter

CONSENT AGENDA
4 2025 City Holiday Schedule
2025 Agenda Timeline Schedule
2025 City Council Meeting Schedule
2025 Planning & Zoning Commission Meeting Schedule
2025 Community Zoning & Information Meeting Schedule
2025 Citywide Development Authority Meeting Schedule
2025 Downtown Development Authority Meeting Schedule
2025 Main Street Advisory Board Meeting Schedule
2025 Stockbridge Citizens-Police Advisory Council Meeting Schedule
2025 Urban Redevelopment Agency Meeting Schedule
2025 Youth Council Meeting Schedule
2025 Youth Council Advisory Committee Meeting Schedule
2025 Main Street Calendar of Events Schedule
2025 City Events Calendar
2025 City Council Initiatives
2025 Public Facilities Authority Meeting Schedule
2025 Stockbridge Ethics Board Meeting Schedule - Presented by:

PUBLIC HEARING
5 COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-10. (To be located
in Council District 3.)
Consideration of a Comprehensive Plan Amendment for Parcel #032-01030012
on the west side of Rock Quarry Road, across from Hospital Drive, for the
purpose of changing the property’s future land use designation from High-
Density Residential to Low-Density Mixed-Use to allow for the development of
a convenience store and gas station. Applicant: GMI, 2 Inc. Agent: Harold
Buckley, Jr., Esq. of the Law Firm of Wilson, Brock & Irby. The property is
located in Land Lot 13 of District 6, and it contains 4.26 +/- acres. ITEM
DEFERRED - Presented by: Ryan Anderson
6 SPECIAL USE PERMIT CASE #SP-2024-01. (To be located in Council District
Consideration of a Special Use Permit Request to allow a gas station and
convenience store on Parcel #032-01030012 on the west side of Rock Quarry
Road, across from Hospital Drive. Applicant: GMI, 2 Inc. Agent: Harold
Buckley, Jr., Esq. of the Law Firm of Wilson, Brock & Irby. The property is
located in Land Lot 13 of District 6, and it contains 4.26 +/- acres. ITEM
DEFERRED - Presented by: Ryan Anderson
7 COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-03. (For property
located in Council District 2.)
Consideration of a Comprehensive Plan Amendment request to change the
future land use designation of Parcel #S07-01006000 on the east side of Brush
December 9, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 4

Creek Court from its current future land use designation of Low-Density Mixed-
Use to Medium-Density Residential to allow for a townhome
development. Applicant: Pivotal Enterprises, LLC, c/o Battle Law, P.C. The
property is located in Land Lot 59, District 12, and it contains 2.28 +/- total
acres. - Presented by: Ryan Anderson
8 REZONING CASE #RZ-2024-03. (For property located in Council District 2.)
Consideration of a rezoning request to rezone Parcel #S07-01006000 on the
east side of Brush Creek Court from ‘C-2’ (General Commercial) to ‘MFR’
(Multiple-Family Residential) to allow for a townhome
development. Applicant: Pivotal Enterprises, LLC, c/o Battle Law, P.C. The
property is located in Land Lot 59, District 12, and it contains 2.28 +/- total
acres. - Presented by: Ryan Anderson
9 ZONING MODIFICATION CASE #ZM-2024-01. (For property located in
Council District 2.)
Consideration of a major zoning modification request for Parcel
#S07A01100000 on the west side of Brush Creek Court to provide for major
changes to a previously-approved site plan (which was the subject of Zoning
Modification Case #ZM-2022-01 in 2022) by allowing the expansion of the site
boundaries to include Parcel ##S07-010-060-00 on the east side of Brush
Creek Commons, which would be developed as Phase 2 of the existing
townhome development. Applicant: Pivotal Enterprises, LLC, c/o Battle Law,
P.C. The property is located in Land Lot 59, District 12, and it contains 2.28 +/-
total acres. - Presented by: Ryan Anderson
10 COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-07. (For property
located in Council District 2)
Consideration of a Comprehensive Plan Amendment request to change the
future land use designations of four parcels on the south side of Davis Road, as
are identified below, from their current split future land use designations to Low-
Density Mixed-Use for the entire property, for the purpose of allowing the
construction of a self-storage warehouse development. The property owner is
B1 Home Improvement, LLC. and the agents are Robert Nesbitt and Rogers
Gotier. The property is located in Land Lot 71, District 12, and it contains 6.895
+/- total acres.

• 649 Davis Road (Parcel #S05-08004000) – Contains 3.6050 +/-
acres. Current future land use designations: Low-Density Residential
and Medium-Density Mixed-Use.
• 657 Davis Road (Parcel S05-08003000) – Contains 0.66 +/-
acres. Current future land use designation: Unassigned.
• 681 Davis Road (Parcel #S05-08005000) – Contains 1.34 +/-
acres. Current future land use designations: Low-Density Residential
and Medium-Density Mixed-Use.
• Parcel #S05-08006000 on Davis Road – Contains 1.29 +/-
acres. Current future land use designations: Low-Density Residential
and Medium-Density Mixed-Use.

- Presented by: Ryan Anderson

December 9, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 5

11 REZONING CASE #RZ-2024-08. (For property located in Council District 2)
Consideration of a rezoning request to rezone four parcels on the south side of
Davis Road, as are identified below, from SR (Suburban Residential) and OI
(Office-Institutional) to C-3 (Heavy Commercial) for the purpose of allowing for
the construction of a self-storage warehouse development. The property owner
is B1 Home Improvement, LLC and the agents are Robert Nesbitt and Rogers
Gotier. The property is located in Land Lot 71, District 12, and it contains 6.895
+/- total acres.

• 649 Davis Road (Parcel #S05-08004000) – Contains 3.6050 +/-
acres. Current zoning: SR (Suburban Residential).
• 657 Davis Road (Parcel #S05-08003000) – Contains 0.66 +/-
acres. Current zoning: SR (Suburban Residential).
• 681 Davis Road (Parcel #S05-08005000) – Contains 1.34 +/-
acres. Current zoning: SR (Suburban Residential).
• Parcel #S05-08006000 on Davis Road – Contains 1.29 +/-
acres. Current zoning: OI (Office-Institutional).

- Presented by: Ryan Anderson
12 COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-08. (For property
located in Council District 1.)
Consideration of a Comprehensive Plan Amendment request to change the
future land use designation for Parcel #013-01018000 on the east side of
Blackhall Road, south of Walt Stephens Road, from its current future land use
designation of Park/Recreation/Conservation to Low-Density Residential to
allow for the division of the property into separate lots for single-family
detached residential development. Property Owners: Joyce Kemper-Hager
Living Trust and Joyce Kemper-Hager as Trustee. Applicants: AP Property
Solutions, LLC and Surender Sharma. Agent: Sibley-Miller Surveying and
Planning, Inc. The property is located in Land Lot 24, District 12, and it
contains 4.849 +/- total acres. APPLICANT REQUEST WITHDRAWAL
- Presented by: Ryan Anderson
13 REZONING CASE #RZ-2024-09. (For property located in Council District 2.)
Consideration of a rezoning request to rezone Parcel #013-01018000 on the
east side of Blackhall Road, south of Walt Stephens Road, from its current
zoning classification of ‘SR’ (Suburban Residential) to ‘RR’ (Rural Residential)
to all for the division of the property into separate lots for single-family detached
residential development. Property Owners: Joyce Kemper-Hager Living Trust
and Joyce Kemper-Hager as Trustee. Applicants: AP Property Solutions, LLC
and Surender Sharma. Agent: Sibley-Miller Surveying and Planning, Inc. The
property is located in Land Lot 24, District 12, and it contains 4.849 +/- total
acres. APPLICANT REQUEST WITHDRAWAL - Presented by: Ryan Anderson
14 ANNEXATION CASE #AX-2024-02. (For property to be located in Council
District 5.)
Consideration of an annexation request, using the 100 percent annexation
method, to annex two parcels at 1778 & 1872 Highway 42 North from
unincorporated Henry County into the Stockbridge City Limits to allow for the
construction of a mixed residential development, which would contain both
December 9, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 6

single-family detached homes and townhomes. Owner: Rowan Properties,
LP. Applicant: Meritage Homes, c/o Clay Kirkley. Agent: Hayley Todd,
PEC+. The property is located in Land Lot 35 in District 7, and it contains
48.59 +/- total acres. ITEM DEFERRED

- Presented by: Ryan Anderson
15 COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-09. (For property
to be located in Council District 5.)
Consideration of a Comprehensive Plan Amendment request to assign the
future land use designation to Medium Density Residential to two parcels at
1778 & 1872 Highway 42 North, after their annexation into the City of
Stockbridge from unincorporated Henry County, to allow for the construction of
a mixed residential development, which would contain both single-family
detached homes and townhomes. Owner: Rowan Properties,
LP. Applicant: Meritage Homes, c/o Clay Kirkley. Agent: Hayley Todd,
PEC+. The property is located in Land Lot 35 in District 7, and it contains
48.59 +/- total acres. ITEM DEFERRED - Presented by: Ryan Anderson
16 REZONING CASE #RZ-2024-10. (For property to be located in Council
District 5.)
Consideration of a rezoning request to assign the zoning districts of ‘PUD’
(Planned Unit Development) and the ‘PMU’ (Parkway Mixed-Use Overlay
District) to two parcels at 1778 & 1872 Highway 42 North, after their annexation
into the City of Stockbridge from unincorporated Henry County, to allow for the
construction of a mixed residential development, which would contain both
single-family detached homes and townhomes. Owner: Rowan Properties,
LP. Applicant: Meritage Homes, c/o Clay Kirkley. Agent: Hayley Todd,
PEC+. The property is located in Land Lot 35 in District 7, and it contains
48.59 +/- total acres. ITEM DEFERRED - Presented by: Ryan Anderson
17 Second Reading and Adoption of the FY2025 Operating Budget and Capital
Improvement Plan - Presented by: Frederick Gardiner

NEW BUSINESS
18 DE-ANNEXATION CASE #DX-2024-03 FOR THE MANDERLEY
SUBDIVISION, PHASE 3. Consideration of an Ordinance to de-annex from the
Corporate Limits of the City of Stockbridge nine parcels within the Manderley
Subdivision, representing Phase 3. The request was made by the owners of
the nine parcels, which would become part of unincorporated Henry County.
- Presented by: Ryan Anderson
19 DE-ANNEXATION CASE #DX-2024-04 FOR THE MANDERLEY
SUBDIVISION, PHASE 4. Consideration of an Ordinance to de-annex from the
Corporate Limits of the City of Stockbridge nine parcels within the Manderley
Subdivision, representing Phase 4. The request was made by the owners of
the nine parcels, which would become part of unincorporated Henry County.
- Presented by: Ryan Anderson
20 Council Consideration to approve 2023 Bad Debt Write-Off in the amount of
$11,428.61.

December 9, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 7

- Presented by: Frank Milazi

ANNOUNCEMENTS OF UPCOMING MEETINGS & EVENTS
UPCOMING MEETINGS & ANNOUNCEMENTS: Council meetings will be held
in the City Council Chamber. Meeting dates, locations and times are subject
to change or contact City Hall offices at 770-389-7900 or visit the website
www.stockbridgega.org for updates.

• Citywide Development Authority Meeting 2nd Tuesday of each month at
City Hall in the Levi Meeting Room at 6pm (December 10th).
• Downtown Development Authority Meeting, SPECIAL DATE –
TUESDAY, DECEMBER 10th at the Downtown Connection Center 130 M
L King, Sr. Heritage Trail (Dec 10)
• The Main Street Advisory Board Meeting on the 2nd Friday of each
month at 9am – Location is the Downtown Connection Center 130 M L
King Sr. Heritage Trail. (Dec 13)
• City Council Work Session Meeting SPECIAL DATE – TUESDAY,
DECEMBER 17th at 6:00 p.m. - City Hall Council Chamber (Dec 17)
• Youth Council Advisory Committee Meeting, 6:30 p.m.- 3rd Tuesday of
each month Levi Meeting Room - City Hall (Dec 17)
• Planning Commission Meeting, 3rd Thursday of each month, 6:30 p.m. -
City Hall Council Chamber - (Dec 19)
• Youth Council Meeting 1st Monday of each month at 6:30 p.m. - City
Hall Levi Meeting Room (Jan 2)
• Community Zoning and Information Meeting: Thursday, January 2nd
from 6:00 p.m. – 7:00 p.m. at City Hall in the Council Chamber (Jan 2)
• Stockbridge Citizens-Police Advisory Council meeting 1st Thursday of
each month at 6:30 p.m. at the Stockbridge Police Community Room
4545 N. Henry Blvd. – (Jan 2)
• City Council Meeting, 2nd Monday of each month, January 13th at 6:00
p.m. - City Hall Council Chamber (Jan 13)

UPCOMING CITY EVENTS/INITIATIVES

• Join Mayor Anthony Ford for the monthly Meet the Mayor on
Wednesday, December 16th from 10am – noon at City Hall.

• Councilman Thomas is honoring Veterans with a Continuous Salute all
year long. Please send your pictures of Veterans with their name,
branch, rank, and years of service.
• Join Councilman Thomas for the Don’t Trash Stockbridge initiative
centered around education highlighting the causes and effects of
Littering and Illegal Dumping. More information to follow.

Please contact Rosalynd Rawls to schedule an appointment for Meet the
December 9, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 8

Mayor and for more information on Council Initiatives and events at 678-833-
3348 or via email: rrawls@stockbridgega.org

MAYOR'S COMMENTS (Mayor Anthony Ford)

EXECUTIVE SESSION (Exemptions to the Georgia Open Meetings Acts)

ADJOURNMENT

December 9, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
CITY COUNCIL MEETING
SUMMARY MINUTES
MONDAY, NOVEMBER 12, 2024 6:00 P.M.
Mayor & City Council
Mayor Anthony S. Ford At-Large
Mayor Pro Tem Kyle Berry – Council District 3
Councilmember Elton Alexander – Council District 5
Councilmember Yolanda Barber – Council District 4
Councilmember LaKeisha Gantt – Council District 1
Councilmember Alphonso Thomas – Council District 2
Administration
Frederick Gardiner – City Manager
Vanessa Holiday – City Clerk
Cassandra Lester – Deputy City Clerk
Lakeisha Gaines – Interim City Treasurer
Quinton Washington – City Attorney
Mission: To provide visionary leadership and superior municipal services that
enhance the quality of life for citizens while creating a welcoming business
atmosphere focused on sustainability and expansion of tourism and cultural events.
Invocation by Mayor Ford at 6:05 p.m.

Invocation by: Pastor Lavell Sanders, Stockbridge First United Methodist Church

The Pledge of Allegiance was recited by all in attendance.

City Clerk, Vanessa Holiday was asked to proceed with a verbal roll call. All the
members were present except Mayor Pro Tem Berry.

The Public Hearing Deferred Item(s) Announcement was read noting the following:
The following items have been deferred:
TEXT AMENDMENT CASE #TX-2024-05 (Citywide)
SPECIAL USE PERMIT CASE #SP-2024-01 (Council District 3)
SPECIAL USE PERMIT CASE #SP-2024-03 (Council District 4)

Motion to amend the Agenda to move New Business Item #13 to be heard following the
Consent Agenda was made by Councilmember Alexander; seconded by Councilmember
Gantt. The motion passed unanimously 4-0.

1|Page
Motion to adopt the Agenda was made by Councilmember Gantt; seconded by
Councilmember Alexander. The motion passed unanimously 4-0.

Motion to approve the Council Meeting Minutes for October 14, 2024 and Work Session
Meeting Minutes for October 29, 2024 was made by Councilmember Alexander;
seconded by Councilmember Gantt. The motion passed 3-0-1 (Barber Abstained citing
she was not present for the October 29, 2024 meeting).

Mayor Ford reviewed the following ceremonial items: Proclamations for Small Business
Saturday and National American Indian and Alaska Native Heritage Month; and the
Swearing-In of Bishop LaRay Tillman as Clergy Representative on the Stockbridge
Citizens Police Advisory Council.

There were no public comments.

OLD BUSINESS
4. 2025-2029 SHORT-TERM WORK PROGRAM AND CAPITAL IMPROVEMENTS
PROGRAM UPDATE. Council Consideration to approve a Resolution for the
Final Adoption of the STWP/CIE as approved by the Council at the October 14,
2024 meeting, which has been approved by the Atlanta Regional Commission
(ARC) and the Georgia Department of Community Affairs (DCA).
Presented by: Ryan Anderson, Community Development Director

Mr. Anderson noted the Council approved a Resolution on October 14th which
was submitted to the ARC and DCA for review and feedback, noting the attached
document is presented for approval for formal adoption.

Councilmember Alexander requested staff to present an overview of the
STWP/CIE Program.

Mr. Anderson noted the program is a guide of desired projects under a 5-year
plan, a sort of wish list of projects whereas the city pursues funding to bring the
projects to completion.

Councilmember Alexander noted the current program includes a multi-
generational facility and transportation projects with various funding sources.

Councilmember Barber inquired about Valley Hill Rd. resurfacing and sidewalks.

Mr. Gardiner noted Valley Hill Rd. resurfacing is on the LMIG (Local Maintenance
and Improvements Grant) list, noting sidewalks are not included due to right-of-
way acquisitions, however, there is resurfacing where the cost will be shared with
Henry County.

Councilmember Barber noted the city installed sidewalks along Peach Drive, Walt
Stephens Rd., and Davis Rd.

2|Page
Motion to approve the 2025-2029 Short-Term Work Program and Capital
Improvements Program Update and submit to the Atlanta Regional Commission
was made by Councilmember Gantt; seconded by Councilmember Alexander.
The motion passed unanimously 4-0.

CONSENT AGENDA
Motion to remove Item #5 from the Consent Agenda was made by
Councilmember Alexander; seconded by Councilmember Barber. The motion
passed unanimously 4-0.

Motion to approve Consent Agenda Item #6 was made by Councilmember Gantt;
seconded by Councilmember Alexander. The motion was withdrawn.

Motion to remove Item #6 from the Consent Agenda was made by
Councilmember Gantt; seconded by Councilmember Barber. The motion passed
unanimously 4-0.

5. Council consideration to approve FY2025 LMIG (Local Maintenance
Improvements Grant) award to Blount Construction Company, Inc. in the amount
of $2,874,956.02.
Presented by: Decius Aaron, Public Works Director
Mr. Aaron noted the LMIG (Local Maintenance and Improvements Grant) is a
Georgia Department of Transportation Grant for local governments to resurface
municipal roads, noting the City of Stockbridge has a list of forty streets that
equal 6.8 miles for resurfacing in 2025 with $2.5 million dollars from a
combination of SPLOST, TSPLOST funding.

Motion to approve the award for the FY2025 LMIG to Blount Construction was
made by Councilmember Alexander; seconded by Councilmember Gantt. The
motion passed unanimously 4-0.

6. Council consideration to approve proposed Right of Way Abandonment of a
10,040-square feet (0.23 acre) right of way remnant of Old Atlanta Road between
Clifford Court & North Henry Boulevard.
Presented by: Decius Aaron, Public Works Director and
Frederick Gardiner, City Manager

Mr. Aaron referenced the request received from the Battle Law Group for the
Abandonment of Right-of-Way, noting the city has no use for the property, nor the
city have utilities located on the property; noted he and the City Manager met with
Attorney Battle regarding the request.

Attorney Josh Mahoney noted Right-of-Way Abandonments this is a straight
forward common process that is used when the right-of-way is no longer being
used, and the municipality can sell the property to the abutting property owners,
and noted their client owns the property on both sides of said right-of-way
property, and would like to incorporate the right-of-way into their property, and
noted the Department of Transportation has declared the property abandoned.

3|Page
Councilmember Alexander noted the roadway is running through their property
and would be of no use to anyone else and re-aligning the property in the area of
Old Atlanta Rd. and N. Henry Blvd.

Attorney described the plat, noting a copy is in the Council’s Agenda Book.

Mr. Gardiner noted the request is in line with the GDOT improvements along Hwy.
42.

Councilmember Barber asked about the price associated with the sale of this
property.

Mr. Gardiner noted it would be fair market value and the sell price is $36,000.

Motion to approve the Right-of-Way Abandonment of 10,040 square feet (0.23
acre) right of way remnant of Old Atlanta Road between Clifford Court & North
Henry Boulevard was made by Councilmember Alexander; there was not a
second to the motion.

Councilmember Barber, when asked, stated the future use and development is
not known and is not comfortable seconding the motion, noting the remaining
members of Council can proceed.

Councilmember Gantt asked if there is a proposed development for the property.

The applicant’s representative noted the site is proposed for a self-storage facility
and is midway through the permitting process and is currently zoned in
accordance with city’s zoning requirements C-2 and allows the use by right, 100%
indoor, no roll up doors with access on Davis Road.

Mr. Anderson confirmed the applicant has the proper zoning to proceed.

Councilmember Barber stated that she has made a request to staff to be informed
of matters taking place in Council District 4 and has not been apprised of this
request and questioned why the item was placed on the Consent Agenda; and
made a request for a presentation of the request for public knowledge.

Councilmember Alexander withdrew the original motion.

Motion to Table the Right-of-Way Abandonment of 10,040 square feet (0.23 acre)
right of way remnant of Old Atlanta Road between Clifford Court & North Henry
Boulevard to allow for the City Manager to apprise Council District 4
Representative of the matter and return to the City Council November 19, 2024
meeting was made by Councilmember Gantt; seconded by Councilmember
Barber. The motion passed unanimously 4-0.

4|Page
PUBLIC HEARING – Mayor Ford Read the Public Hearing Rules and Procedures
7. First Reading – FY2025 Operating Budget and Capital Improvement Plan
Presented by: Frederick Gardiner, City Manager
Mr. Gardiner presented the proposed FY2025 Operating Budget and Capital
Improvement Plan and began by referencing the city’s growth and population
from 1990 with 3,997 residents to a projected population in 2030 of 46,900
residents; highlighted priorities for FY2025 which include Road and Sidewalk
Improvements, Increase in Police Officers and Crime Fighting Equipment; No
Property Millage Rate Increase No Fee or Utility Rate Increase, 4% Cost of
Living Adjustment for All Qualified Employees, and Reduced Health Benefits
Cost for the City; highlighted Special Projects which include Youth Senior and
Performing Arts Center, Park Improvements (New Eagles Landing and Memorial
Park), Trail System Expansion, North Henry Blvd. Pedestrian Bridge Planning,
Water and Sewer System Upgrades and New Maintenance Facility for Public
Works; referenced the challenges and opportunities as a result of the growth;
noted the proposed FY2025 General Fund Operating Budget in the amount of
$29,239,311, and a Total Budget of all funds of $62,188,518 as balanced, and
referenced the increased budget for General Fund Revenues from FY2022 of
$15,357,611 to the current proposed budget for FY2025 of $29,239,311; noted
the percentages of the General Fund Revenue will be mostly Sales Tax at 45%
and Property Taxes at 33%; and the majority of the expenses will mostly come
from the Police Department at 43% and the Public Works Department at 27%;
referenced the Henry County LCI, Jodeco Rd. area to discuss the annexation of
approximately 100 acres that has been dormant for years; referenced plans for
the redevelopment of the Tye Street area; restarting the Opportunity Zone;
moving forward with Wayfinding signage; noted Tax Allocation District meetings
with County Commissioners this week, followed by meetings with school board
members, noting there are no scheduled meetings in December; noted
downtown revolving loan funds are being utilized to make improvements in the
downtown, and the proposed leasing of vacant buildings; referenced the city’s
Homestead Exemption Application is set to go live online and in person; noted
Norfolk Southern has been very responsive to the city’s requests; and there are
plans in the work for a more robust city App.

Mayor Pro Tem Berry joined the meeting at 7:25 p.m.

Mr. Gardiner referenced the Proposed FY2025 Budget presented at the Budget
Retreat in August 2024, noting everything remains the same as presented with
the exception of the requested changes from the Governing Body.

Councilmember Barber referenced recent training which spoke about HB461
relating to Regulatory Fees effective July 1, 2024.

Mr. Gardiner noted staff would review HB461 and referenced HB581 which
passed statewide relating to Homestead Exemption, noting the County’s decision
can impact the City of Stockbridge.

Councilmember Barber noted there had not been much change to the Events
budget.

5|Page
Mr. Gardiner noted staff will seek more sponsorship and donations to help offset
expenses, and noted there were transfers from the Amphitheater acts to City
Events for July 4th, BridgeFest and Juneteenth concerts.

Councilmember Barber noted the events are all free events and the bottom line is
the cost remains too high, and the city needs to involve more local talent, noting
she cannot support the Events budget at the proposed level.

Councilmember Alexander inquired if a budget balance has been presented and
referenced the significant growth of the city.

Mr. Gardiner confirmed, yes, a balanced budget has been presented.

Public Hearing Opened
Speakers in Favor - None
Speakers Opposed – Anne Fields
Public Hearing Closed
Second Reading and Final Adoption December 9, 2024 6:00 p.m.

Mayor Ford read Public Hearing Item #8, Item #9, and Item #10.

8. ANNEXATION CASE #AX-2024-01. (To be located in Council District 5.)
Consideration of a request for the annexation of four parcels at the southeastern
corner of Patrick Henry Parkway and Holloway Road, as are listed below, to
allow for the future commercial use of the property. (No specific development
project is being proposed at this time.) Applicant: Nathan McGarity. The property
is located in Land Lots 50 & 79 of District 6 in unincorporated Henry County, and
it contains 2.63 +/- total acres of land. Parcel #071A01088003—Contains 0.58
+/- acres. Henry County future land use designation--“High-Density Mixed-Use.”
Parcel #071A01089000—Contains 0.53 +/- acres. Henry County future land use
designation--“High-Density Mixed-Use.”
Parcel #071A01090000—Contains 0.72 +/- acres. Henry County future land use
designation--“High-Density Mixed-Use.”
Parcel #071A01091000—Contains 0.79 +/- acres. Henry County future land use
designation--“High-Density Suburban.”
Presented by: Gordon Linton, Senior Planner
Mr. Linton presented an overview of Annexation Case #AX-2024-01, noting the
are contiguous with the recently annexed 77/87 Holloway Road parcels and that
staff recommends approval.

9. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-04. (To be located in
Council District 5.)
Consideration of a request for a Comprehensive Plan Amendment to change the
future land use designation of four parcels at the southeastern corner of Patrick
Henry Parkway and Holloway Road, as are listed below, from Henry County’s
“High-Density Mixed-Use” and “High-Density Suburban” future land use
designations to the City of Stockbridge’s “High-Density Mixed-Use” future land
use designation to allow for the future commercial use of the property. (No
specific development project is being proposed at this time.) Applicant: Nathan
McGarity. The property is located in Land Lots 50 & 79 of District 6 in
6|Page
unincorporated Henry County, and it contains 2.63 +/- total acres of land.
Applicant: Nathan McGarity. The property is located in Land Lots 50 & 79 of
District 6 in unincorporated Henry County, and it contains 2.63 +/- total acres of
land.
Parcel #071A01088003—Contains 0.58 +/- acres. Henry County future land use
designation--“High-Density Mixed-Use.”
Parcel #071A01089000—Contains 0.53 +/- acres. Henry County future land use
designation--“High-Density Mixed-Use.”
Parcel #071A01090000—Contains 0.72 +/- acres. Henry County future land use
designation--“High-Density Mixed-Use.”
Parcel #071A01091000—Contains 0.79 +/- acres. Henry County future land use
designation--“High-Density Suburban.”
Mr. Linton presented an overview of Comprehensive Amendment Case #CP-
2024-04. Staff recommends approval.

10. REZONING CASE # RZ-2024-04. (To be located in Council District 5.)
Consideration of a request to rezone four parcels at the southeastern corner of
Patrick Henry Parkway and Holloway Road, as are listed below, from Henry
County’s R-3 (Single-Family Residential) and C-3 (Heavy Commercial) zoning
classifications to the City of Stockbridge’s C-2 (General Commercial) zoning
classification to allow for the future commercial use of the property. (No specific
development project is being proposed at this time.) Applicant: Nathan McGarity.
The property is located in Land Lots 50 & 79 of District 6 in unincorporated Henry
County, and it contains 2.63 +/- total acres of land.
Parcel #071A01088003—Contains 0.58 +/- acres. Henry County zoning
classification -- ‘R-3’ (Single-Family Residential) and ‘C-3’ (Highway
Commercial).
Parcel #071A01089000—Contains 0.53 +/- acres. Henry County zoning
classification -- ‘R-3’ (Single-Family Residential) and ‘C-3’ (Highway
Commercial).
Parcel #071A01090000—Contains 0.72 +/- acres. Henry County zoning
classification -- ‘R-3’ (Single-Family Residential) and ‘C-3’ (Highway
Commercial).
Parcel #071A01091000—Contains 0.79 +/- acres. Henry County zoning
classification -- ‘R-3’ (Single-Family Residential) only.
Mr. Linton presented an overview of Rezoning Case # RZ-2024-04 with Staff
Recommended Conditions. Staff recommends approval.

Public Hearing Opened to hear Annexation Case #AX-2024-01; Comprehensive
Plan Amendment Case #CP-2024-04 and Rezoning Case #RZ-2024-04.
Speakers in Favor – Anne Fields (AX-2024-01 – presented Henry County
Resolution 24-189).
Speakers Opposed – Connie Snow (AX-2024-01, CP-2024-04, RZ-2024-04) and
Anne Fields (CP-2024-01 and RZ-2024-04)

During the Public Hearing portion, questions were raised regarding the Objection
of the Annexation by the County, signage and traffic and safety concerns, and
property values decreasing.

7|Page
Mr. Anderson confirmed the Public Hearing signage had been properly posted,
and that Henry County did not formally oppose the Annexation with the
Department of Community Affairs, as required, and once the 30-day period
lapsed, the City moved forward with the Annexation process.

Public Hearing Closed

Councilmember Alexander requested the following Conditions in addition to staff
recommended conditions:10’ sidewalks and landscaping to match what is in
place along the RaceTrac that will connect and extend to Holloway Rd., and
sidewalks that will start at Patrick Henry Parkway along the entire frontage up to
Holloway Rd; streetlights, follow the Hwy. Corridor Plan and Patrick Henry
Parkway Roadway Design Requirements.

The Applicant, Nathan McGarity, agreed to the Staff Recommended Conditions
and additional conditions requested by Councilmember Alexander.

Councilmember Gantt noted support of C-2 Zoning with certain types of
businesses and wants developers to keep the city’s vision and plans in mind.

The Applicant, Nathan McGarity noted there are no current plans for the
property.

Mayor Pro Tem Berry noted there is a significant traffic problem in the area
currently specifically attempting to going to and from the schools.

Councilmember Alexander referenced the Patrick Henry Master Plan which
includes road improvements with four lanes; and noted Holloway Road would
have acceleration and deceleration lanes.

Mr. Gardiner noted the goal is to have a four-lane road joint project with the
County with lighting and limited access.

Councilmember Barber asked if the area would be feasible for a roundabout.

Mr. Aaron confirmed that as is the case with Patrick Henry Pkwy and Country
Club Drive, there would be a distance and volume issue for a roundabout in that
area.

Councilmember Gantt noted the rumor needs to be dispelled as it relates to
annexations into the city of Stockbridge, stating the standards for the City of
Stockbridge are high, and the codes are stringent.

Motion to approve ANNEXATION CASE #AX-2024-01 was made by
Councilmember Alexander; seconded by Councilmember Gantt. The motion
passed unanimously 5-0.

Motion to approve COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-04
was made by Councilmember Alexander; seconded by Mayor Pro Tem Berry.
The motion passed unanimously 5-0.
8|Page
Motion to approve REZONING CASE # RZ-2024-04 with Staff Recommended
Conditions and Added Conditions: 10’ sidewalks and landscaping to match what
is in place along the RaceTrac that will connect and extend to Holloway Rd., and
sidewalks that will start at Patrick Henry Parkway along the entire frontage up to
Holloway Rd; streetlights, follow the Hwy. Corridor Plan and Patrick Henry
Parkway Roadway Design Requirements was made by Councilmember
Alexander; seconded by Councilmember Gantt. The motion passed unanimously
5-0

11. TEXT AMENDMENT CASE #TX-2024-07.
Consideration of an ordinance to repeal Title 12, Sections 2.4.7, 2.5.3(F), 3.1,
3.2.24, and 15 of the Stockbridge Municode; to amend the Stockbridge Unified
Development Code (UDC), Sections 2.4.7, 2.5.3 (F), 3.1, 3,2,24, and 15; and to
add Section 3.2.41 under Chapter 3, Use Regulations of the Code of Ordinances,
City of Stockbridge, Georgia, relating to the Downtown District and the Downtown
Village Overlay District, by adding and removing certain uses from the list of
prohibited uses, and by allowing them to be permitted uses, provided that certain
requirements are met.
Presented by: Keedra Jackson, Chief Planner
Mr. Anderson noted the goal is to have the city’s Code line up with the city’s
Economic Development vision.

Ms. Jackson gave an overview of the proposed amendments for the downtown
district and referenced OR23-544 TX-2023-01. Noting staff recommends
approval of the proposed amendments.

Ms. Jackson referenced Section 2.5.3. (f) of the Unified Development Code,
striking #11 Tobacco, Vape shops, Cigar Bars and Hookah Lounges from the
Prohibited Uses in the Downtown Village Overlay District.

Councilmembers of Council expressed concerns with allowing Tobacco & Vape
Shops in the downtown district and need to be separate.

Councilmember Thomas noted his concerns are on record regarding the
ventilation in establishments with smoking.

Ms. Jackson noted Ordinance OR23-544 would therefore need to be amended to
reflect Council’s request and continued noting the proposed amendments, noting
Apartments would be allowed, Motels were being removed, and 4-star Hotels
would be allowed, and 3-star hotels would be allowed with a Special Use Permit
approved by the City Council.

Councilmember Alexander asked if there is a separate map that references the
3800 linear feet, noting the Downtown Development Authority map has a larger
footprint.

The map was displayed.

9|Page
Public Hearing Opened
Speakers in Favor - None
Speakers Opposed - None
Public Hearing Closed

The Council requested a copy of Ms. Jackson’s PowerPoint presentation.

Motion to approve was made by Councilmember Alexander; seconded by
Councilmember Gantt. The motion passed 4-0-1 (Barber Abstained, noting
documents were not included in the Agenda Packet).

12. SPECIAL USE PERMIT CASE #SP-2024-02. (To be located in Council District
Consideration of a Special Use Permit Request to allow a liquor store on property
at 106 Rock Quarry Road. Applicant: GRP, LLC. Agent: Girishkumar
Patel. The property is located in Land Lot 62 of District 12, and it contains 0.89
+/- acres.
Presented by: Ryan Anderson, Community Development Director
Mr. Anderson noted the case is a result of the Lottery Process whereas the city’s
population met the threshold to add two additional liquor stores, noting Mr. Patel
received approval to move forward as one of the two applicants, and noted the
application meets all of the requirements of the city’s Unified Development Code.
Staff recommends approval.

Attorney Harold Buckley spoke on behalf of the Applicant and addressed
questions and concerns from the City Council.

Public Hearing Opened
Speakers in Favor - None
Speakers Opposed – Attorney Tom Kirkbride on behalf of Ed’s Public Safety

During the Public Hearing portion, Attorney Kirkbride noted trees had been cut
down on his client property (Ed’s Public Safety), noted a criminal complaint had
been filed with the Stockbridge Police Department; stated renovations were
being made to the property without obtaining a city permit that may potentially
cause a floodplain issue, and stated the city had issued as Stop Work Order and
a citation.

Mr. Gardiner confirmed the city’s Code Enforcement Department had issued a
citation.

Attorney Kirkbride stated his applicant hired a vendor to remove trees, and
removed trees from Ed’s Public Safety in error, and has offered to replace the
trees; and noted his client, GRP, LLC, Girishkumar Patel. is not aware of a
citation.

Public Hearing Closed

Attorney Washington stated the City Council must decide on the Special Use
Permit and can take other matters as described into account.
10 | P a g e
Councilmember Thomas asked if the city issued a Stop Work Order.

Mr. Gardiner confirmed.

Councilmember Gantt expressed concerns regarding the allegations and that
fees due the city may not have been paid, and if the law was broken.

Attorney Buckley requested a deferral to confirm the facts.

Mr. Thomas asked Attorney Kirkbride what his client was seeking from the city.

Mr. Kirkbride response was to make the City Council aware and wants quality
measured progress.

Councilmember Barber opposed the proposed location stating the location is
close to the current elementary school and future STEM school.

Mr. Patel noted the location on Rock Quarry Rd. was deemed suitable as it was
in the city’s advertisement.

Motion to defer SPECIAL USE PERMIT CASE #SP-2024-02.for a minimum of 60
days was made by Councilmember Gantt; seconded by Mayor Pro Tem Berry.
The motion passed unanimously 5-0.

NEW BUSINESS
13. Council consideration to approve the 2025 Employee Benefits Plan.
Presented by: Renee Wheeler, Human Resources Manager
Ms. Wheeler noted a number of providers submitted proposals for the benefits
package for the upcoming renewal period including the current carrier, United
Healthcare of Georgia who submitted an initial renewal which resulted in a net
increase of $133,893, and the city’s Broker, MSI Benefits negotiated with Cigna
Healthcare which resulted in an annual net decrease of -$527,333. Staff is
recommending approval of 2025 Employee Benefits Plan.

Motion to approve the 2025 Employee Benefits Plan was made by
Councilmember Gantt; seconded by Councilmember Alexander. The motion
passed unanimously 5-0.

UPCOMING MEETINGS & ANNOUNCEMENTS: Council meetings will be held in the
City Council Chamber. Meeting dates, locations and times are subject to change or
contact City Hall offices at 770-389-7900 or visit the website www.stockbridgega.org for
updates.

• City Council Work Session Meeting SPECIAL DATE, TUESDAY, NOVEMBER
19TH at 6:00 p.m. - City Hall Council Chamber (Nov 19)
• Youth Council Advisory Committee Meeting, 6:30 p.m.- 3rd Tuesday of each
month Levi Meeting Room - City Hall (Nov 19)
• Planning Commission Meeting, 3rd Thursday of each month, 6:30 p.m. - City Hall
Council Chamber - (Nov 21)

11 | P a g e
• Youth Council Meeting 1st Monday of each month at 6:30 p.m. - City Hall Levi
Meeting Room (Dec 2)
• Community Zoning and Information Meeting: Wednesday, December 4th from
6:00 p.m. – 7:00 p.m. at City Hall in the Council Chamber (Dec 4)
• Stockbridge Citizens-Police Advisory Council meeting 1st Thursday of each
month at 6:30 p.m. at the Stockbridge Police Community Room 4545 N.
Henry Blvd. – (Dec 5)
• City Council Meeting, 2nd Monday of each month at 6:00 p.m. - City Hall Council
Chamber Public Hearing – 2nd Reading and Adoption of the FY2025 Operating
Budget (Dec 9)
• Citywide Development Authority Meeting, 2nd Tuesday of each month at 6:00pm
– Stockbridge City Hall Levi Meeting Room (Dec 10)
• Downtown Development Authority Meeting 2nd Tuesday of each month at the
Downtown Connection Center at 6:00pm (Dec 10)
• The Main Street Advisory Board Meeting on the 2nd Friday of each month at
9am – Location is the Downtown Connection Center 130 M L King Sr. Heritage
Trail. (Dec 13)

UPCOMING CITY EVENTS/INITIATIVES
Councilman Thomas will distribute FREE Smoke Detectors along with Fire
Marshal Demetrius Wells on Saturday, November 16th at Smith-Barnes
Elementary School from 10am - noon while supplies last.
• Join Mayor Anthony Ford for the monthly Meet the Mayor on Monday, November
18th from 10am – noon at Stockbridge City Hall.
• Join Councilman Alphonso Thomas in partnership with Mayor Pro Tem Kyle
Berry for the monthly Senior Bingo Bash on Wednesday, November 20th from
10am - 12pm at the Merle Manders Conference Center, 111 Davis Rd. for raffles,
prizes, games, snacks and fun!
• Join Councilman Elton Alexander for a District 5 Town Hall on Thursday,
November 21st from 7pm – 9pm at the Winslow Clubhouse 900 Maple Leaf Dr.
McDonough, GA.
• Join Councilwoman LaKeisha Gantt in partnership with Atlanta Food Truck Park
for Night Market at the Stockbridge Amphitheater Parking Lot from 6pm – 9:30pm
– November 21st. There will be vendors, Food Trucks, Activities, Games, Music,
and Vibes. Contact Tan Bowers at thepeaceofmine@gmail.com for registration
and additional information. CANCELED
• The City of Stockbridge will host a Drive-Thru Turkey Giveaway in the
Amphitheater Parking Lot on Saturday, November 23rd beginning at 10:00am -
while supplies last.
• Join the City of Stockbridge for the FREE Annual Holiday Festival and Tree
Lighting Event on Friday, December 6th from 5:30 pm – 9pm in the Stockbridge
Amphitheater Parking Lot.
• Join Mayor Anthony Ford for the monthly Meet the Mayor on Monday, December
16th from 10am – noon at City Hall.
• Councilman Thomas is honoring Veterans with a Continuous Salute all year long.
Please send your pictures of Veterans with their name, branch, rank, and years
of service.
• Join Councilman Thomas for the Don’t Trash Stockbridge initiative centered
around education highlighting the causes and effects of Littering and Illegal
Dumping. More information to follow.
12 | P a g e
Please contact Rosalynd Rawls to schedule an appointment for Meet the Mayor
and for more information on Council Initiatives and events at 678-833-3348 or via
email: rrawls@stockbridgega.org

MAYOR’S COMMENTS
Mayor Ford thanked citizens for exercising their right to vote and thanked the Henry
County voters for passing SPLOST VI where those funds will be utilized to complete
projects with the extended penny; noted Sprouts will have a Ribbon Cutting and Grand
Opening on Friday morning at 6:30 a.m. at the Bridges of Jodeco; and noted the City of
Stockbridge Homestead Exemption Referendum also passed; noted Locust Grove had a
special election for Mayor, and Carlos Greer has been sworn in as the new Mayor; noted
the is cold/flu season and asked their everyone get caught up on their shots and
boosters; and wished everyone a Happy Thanksgiving.
Attorney Washington stated it was not necessary for the Council appointment of the City
Treasurer, noting interviews have taken place, and that it would be at the Council’s
discretion to convene Executive Session for the confirmation of the Economic
Development Director.

Motion to appoint Frank Milazi as the City Treasurer was made by Councilmember
Gantt; Seconded by Mayor Pro Tem Berry. The motion passed unanimously 4-0
(Councilmember Barber was not present on the dais).

Motion to convene Executive Session for Personnel was made by Councilmember
Gantt; seconded by Mayor Pro Tem Berry. The motion passed unanimously 4-0.
(Councilmember Barber was not present on the dais). Councilmember Barber exited the
meeting and was not present during Executive Session.

Motion to adjourn Executive Session was made by Gantt; seconded by Councilmember
Alexander. The motion passed unanimously 4-0.

Motion to reconvene the meeting and sign an Affidavit was made by Councilmember
Gantt; seconded by Mayor Pro Tem Berry. The motion passed unanimously 4-0.

Motion to confirm the appointment of Gerald Sanders as the city’s Economic
Development Director was made by Mayor Pro Tem Berry; seconded by
Councilmember Alexander. The motion passed unanimously 4-0.

Mr. Sanders thanked the Council for their vote of support and looks forward to working
with everyone.

Motion to adjourn the meeting at 10:37 p.m. was made by Councilmember Gantt;
seconded by Mayor Pro Tem Berry. The motion passed unanimously 4-0.
Respectfully submitted by:

Vanessa Holiday, City Clerk CMC Anthony S. Ford, Mayor

13 | P a g e
WORK SESSION MEETING
SUMMARY MINUTES
TUESDAY, NOVEMBER 19, 2024 6:00 P.M.
Mayor & City Council
Mayor Anthony S. Ford At-Large
Mayor Pro Tem Kyle Berry – Council District 3
Councilmember Elton Alexander – Council District 5
Councilmember Yolanda Barber – Council District 4
Councilmember LaKeisha Gantt – Council District 1
Councilmember Alphonso Thomas – Council District 2
Administration
Frederick Gardiner – City Manager
Vanessa Holiday – City Clerk
Cassandra Lester – Deputy City Clerk
Frank Milazi – City Treasurer
Quinton Washington – City Attorney
Mission: To provide visionary leadership and superior municipal services that
enhance the quality of life for citizens while creating a welcoming business
atmosphere focused on sustainability and expansion of tourism and cultural events.
Invocation by Mayor Ford at 6:05 p.m.

Invocation by: Councilmember Alexander

The Pledge of Allegiance was recited by all in attendance.

Deputy Clerk, Cassandra Lester was asked to proceed with a verbal roll call. All
members were present except Mayor Pro Tem Berry and Councilmember Gantt.

Motion to amend the Agenda to defer Item#4 Text Amendment Case #TX-2024-06 to be
heard on a later date to be determined was made by Councilmember Alexander;
seconded by Councilmember Thomas. The motion failed 2-0-1 (Barber Abstained; citing
the Council has not been made aware of the reason the item is being deferred).

Councilmember Gantt joined the meeting at 6:09 p.m.

Mr. Gardiner provided a briefing noting staff recently received additional information and
needs an opportunity to review with Legal before proceeding.

Councilmember Thomas requested the additional information received be shared with
the Council.

1|Page
Motion to amend the Agenda to defer Item#4 Text Amendment Case #TX-2024-06 to be
heard on a later date to be determined was made by Councilmember Alexander;
seconded by Councilmember Thomas. The motion passed unanimously 4-0.

Motion to adopt the Agenda was made by Councilmember Alexander; seconded by
Councilmember Gantt. The motion passed unanimously 4-0.

REVIEW OF THE MINUTES
1. Review of the November 12, 2024 Council Meeting Minutes
No Action Taken

PUBLIC COMMENTS
There were no Public Comments.

UNFINISHED BUSINESS
2. Council consideration to approve proposed Right of Way abandonment of
a 10,040-square foot (0.23 acre) right of way remnant of Old Atlanta Road
between Clifford Court & North Henry Boulevard.
Presented by: Decius Aaron, Public Works Director and
Frederick Gardiner, City Manager
Mr. Aaron noted the request is to abandon the right-of-way between Old
Atlanta Rd. and Clifford Court noting the road will no longer be used or
travelled, and that (GDOT) the Georgia Department of Transportation has
already reconfigured Hwy. 42, and noted there will be no impact to city or
county utilities.

Councilmember Alexander noted the two properties owned by the
applicant would be combined and the future project will be a storage
facility, prohibited by the Hwy. Corridor Overlay District, and bypassed
Council approval.

Mr. Gardiner noted the parcels are properly zoned and did not require
Council approval, and confirmed the parcels for the storage facility are not
within the Hwy. Corridor Overlay District.

Councilmember Barber reiterated her request for information and routine
updates on matters in District 4, and receiving information directly so that
she can inform residents and business owners in the district what
developments are coming to the area, and as a matter of principle, will not
support the request.

Councilmember Alexander noted he spearheaded the Hwy. Overlay
Districts throughout the city, and was only following up as he thought the
development may have been a prohibited use.

There was discussion from members of the Council regarding the position
of the buildings and frontage of the storage facility along Hwy. 42/North
Henry Blvd.

2|Page
Attorney Battle, representative for the applicant noted she has been
working with city staff on the right-of-way abandonment request for a few
months and that from her client’s perspective, the zoning allows for a
storage facility as a permissible use, and that only because the right-of-way
is abandoned, her client thought it best to incorporate it into their
development; noted her client is willing to work with the city to find a good
use for the parcel and does not want the area to become a dumping
ground, noting her client has no intent of violating the city’s overlay district;
noted the appraisal has been submitted to the city’s Public Works staff,
noted her colleague has provided information to Council District
Representative Barber, and she has reached out as well and does not
want her client penalized for a lack of communication between staff and
Councilmembers; noted the city’s Code has no process or application, and
that there are contractual obligations and deadlines pending, noting the
request was initially submitted around July/August of this year.

Mr. Gardiner noted the information related to this item is included in the
Agenda Packet.

Councilmember Barber referred to a Resolution approve by the City
Council whereas when requests for permits and developments are
received, the Governing Body.

Councilmember Gantt called for a Point of Order, noting the Agenda Item is
for a Right-of-Way Abandonment, and personnel matters should be
addressed in Executive Session.

Councilmember Barber stated that she represents the district and sent
several emails and made numerous requests for information, and those
requests were unanswered and dismissed.

Councilmember Gantt called for a Point of Order, noting the Agenda Item
was postponed at the last meeting to give staff an opportunity to update
Councilmember Barber regarding the Right-of-Way Abandonment.

Mayor Ford noted that while there are district representatives, all members
of the governing body have concerns for the entire city.

Mr. Gardiner displayed the site and noted the development is a permissible
use, and when the property is properly zoned, the applicant/owner is not
required to come before Council; and noted that if the ROW Abandonment
is not granted, the city will be responsible for maintaining the road, behind
a tree line, which could very well become a nuisance with homeless
encampments.

Councilmember Thomas thanked Mr. Gardiner for the explanation and
agreed with Mayor Ford about representation of the city as a whole, and
that every member should work together and do what is in the best interest
of the city; and noted staff should look at putting policy and procedures in
place.
3|Page
Attorney Battle noted that for a point of clarity, she has always made it a
point to reach out to councilmembers to make sure the project if feasible,
and gets feedback regarding a future proposed project, noting the process
is expensive, and does not want her client wasting their money or the time
of those involved.

Motion to approve was made by Councilmember Gantt; seconded by
Councilmember Alexander. The motion passed 3-0-1 (Barber Abstained,
noting she abstained based on principle).

PUBLIC HEARING – Mayor Ford Read the Public Hearing Rules and Procedures
3. TEXT AMENDMENT CASE #TX-2024-05. (Citywide.)
Consideration of a Text Amendment to Section 2.4.4 of the Stockbridge
Unified Development Code (UDC) to modify and augment the regulations
for the Multiple-Family Residential (MFR) zoning district.
Presented by: Ryan Anderson, Community Development Director
Mr. Anderson noted the item was presented at the July 30, 2024 meeting
and the goal is to improve the Multi-Family Residential developments to
be patterned after the standards used for the Bridges of Jodeco and that
this action will improve the current ordinance; noted the Planning
Commission recommends approval and staff recommends approval.

Councilmember Alexander asked if this update includes metal vs. shingle
overhangs and black streetlight poles.

Mr. Anderson confirmed.

Councilmember Alexander requested the minimum sq. footage be 1,800
instead of 1,500 sq. ft.

Mayor Ford noted there may be different price points that need to be
considered.

Councilmember Barber asked what the minimum yard setback would be;
and noted it would be ideal if the presentation included a Table.

Mr. Anderson noted the minimum yard setback would be 20’ feet.

Councilmember Barber stated that she supports the 30’ setback and
prefers to keep the side yard and rear setbacks the same.

Councilmember Thomas noted staff continues to present UDC items at
every meeting and asked when the Unified Development Code will be the
document that dictates the development.

Mr. Anderson noted staff looks at patterns and trends and that can cause
change to the UDC.

Mr. Gardiner noted there have been discussion to place on the Retreat
Agenda.
4|Page
Public Hearing Opened
No Speakers in Favor
No Speakers Opposed
Public Hearing Closed

Motion to approve with the added condition of 1800 sq. ft. for a minimum
and requiring a Special Use Permit for units under 1800 sq. ft., and 20’
distance between homes was made by Councilmember Alexander;
seconded by Councilmember Gantt. The motion passed 3-0-1 (Barber
Abstained, noting District 4 will be affected by new developments and the
approved conditions).

Councilmember Alexander requested staff prepare a Text Amendment
regarding business distance requirements for Council review and
approval.

4. TEXT AMENDMENT CASE #TX-2024-06. (Citywide)
Consideration of an ordinance to amend Title 12 (Unified Development
Code), Section 3.2.14 (C); and to add Sections 3.2.14 (E), F, G, H, I, J, K,
L, M, N, O, and P of the Code of Ordinances, City of Stockbridge, Georgia
relating to convenience stores with automobile gasoline sales, so as to
amend the distance requirement from 4,500 feet to 800 feet, and to add
additional requirements.
Presented by: Ryan Anderson, Community Development Director
Item Deferred until a date to be determined.

NEW BUSINESS
5. Council consideration to approve Speed Hump Installation on Maple Leaf
Drive.
Presented by: Decius Aaron, Public Works Director
Mr. Aaron noted a request was received from residents on Maple Leaf Dr.
to install speed humps in the Winslow subdivision; noted the petition and
signatures have been received and ownership confirmed.

Councilmember Alexander stated he did not collect signatures or involve
himself in the process.

Councilmember Thomas asked which method was used for the petition.

Mr. Aaron stated the residents used the 51% rule.

Councilmember Barber referenced the submission of a petition by
residents for speed humps on Shields Road, which was denied.

Mr. Aaron noted Shields Road is not in a subdivision and therefore does
not qualify for speed humps.

Councilmember Gantt noted the next item on the Agenda is for a policy
update for speed humps.

5|Page
Mr. Aaron noted there needs to be a flow chart included in the policy
where a process is in place to verify the necessity of speed humps that will
be driven by data.

Motion to approve the Speed Hump Installation on Maple Leaf Drive was
made by Councilmember Alexander; seconded by Councilmember Gantt.
The motion passed unanimously 4-0.

6. Council consideration to approve Speed Hump Policy Update
Presented by: Decius Aaron, Public Works Director
Motion to approve the Speed Hump Policy Update was made by
Councilmember Gantt; seconded by Councilmember Alexander. The
motion passed unanimously 4-0.

Councilmember Barber left the meeting at 7:48 p.m.
UPCOMING MEETINGS & ANNOUNCEMENTS: Council meetings will be held in the
City Council Chamber. Meeting dates, locations and times are subject to change or
contact City Hall offices at 770-389-7900 or visit the website www.stockbridgega.org
for updates.
Youth Council Meeting 1st Monday of each month at 6:30 p.m. - City Hall Levi
Meeting Room (Dec 2)
• COMMISSION DISTRICT 4 RUNOFF ELECTION DAY – TUESDAY,
DECEMBER 3RD from 7am – 7pm – visit mvp.sos.ga.gov for your polling
location.
• Community Zoning and Information Meeting: Wednesday, December 4th from
6:00 p.m. – 7:00 p.m. at City Hall in the Council Chamber (Dec 4)
• Stockbridge Citizens-Police Advisory Council meeting 1st Thursday of each
month at 6:30 p.m. at the Stockbridge Police Community Room 4545 N. Henry
Blvd. – (Dec 5)
• City Council Meeting, and FY2025 2nd Reading – Monday, December 9th at
6:00 p.m. - City Hall Council Chamber (Dec 9)
• Citywide Development Authority Meeting 2nd Tuesday of each month at City
Hall in the Levi Meeting Room at 6pm (December 10th).
• Downtown Development Authority Meeting, SPECIAL DATE – TUESDAY,
DECEMBER 10th at the Stockbridge Downtown Center 130 M L King, Sr.
Heritage Trail (Dec 10)
• The Main Street Advisory Board Meeting on the 2nd Friday of each month at
9am – Location is the Downtown Connection Center 130 M L King Sr. Heritage
Trail. (Dec 13)
• City Council Work Session Meeting SPECIAL DATE – TUESDAY,
DECEMBER 17th at 6:00 p.m. - City Hall Council Chamber (Dec 17)
• Youth Council Advisory Committee Meeting, 6:30 p.m.- 3rd Tuesday of each
month Levi Meeting Room - City Hall (Dec 17)
• Planning Commission Meeting, 3rd Thursday of each month, 6:30 p.m. - City
Hall Council Chamber - (Dec 19)

6|Page
UPCOMING CITY EVENTS/INITIATIVES
• Join Councilman Alphonso Thomas in partnership with Mayor Pro Tem Kyle
Berry for the monthly Senior Bingo Bash on Wednesday, November 20th from
10am - 12pm at the Merle Manders Conference Center, 111 Davis Rd. for
raffles, prizes, games, snacks, and fun!
• Join Councilman Elton Alexander for a District 5 Town Hall on Thursday,
November 21st from 7pm – 9pm – Location to be announced.
• The City of Stockbridge will host a Drive-Thru Turkey Giveaway in the
Amphitheater Parking Lot on Saturday, November 23rd beginning at 10:00am -
while supplies last.
• Join the City of Stockbridge for the FREE Annual Holiday Festival and Tree
Lighting Event on Friday, December 6th from 5:30 pm – 9pm in the Stockbridge
Amphitheater Parking Lot.
• Join Mayor Anthony Ford for the monthly Meet the Mayor on Wednesday,
December 16th from 10am – noon at City Hall.
• Councilman Thomas is honoring Veterans with a Continuous Salute all year
long. Please send your pictures of Veterans with their name, branch, rank, and
years of service.
• Join Councilman Thomas for the Don’t Trash Stockbridge initiative centered
around education highlighting the causes and effects of Littering and Illegal
Dumping. More information to follow.

Please contact Rosalynd Rawls to schedule an appointment for Meet the
Mayor and for more information on Council Initiatives and events at 678-833-
3348 or via email: rrawls@stockbridgega.org

MAYOR’S COMMENTS
Mayor Ford noted the recent Ribbon Cutting and Grand Opening of Sprouts in the
Bridges of Jodeco that took place on last Friday with 350 – 400 people in attendance
and in line for the opening, and wished them much success; reminded everyone to get
their flu shots, COVID shots and boosters as we have entered into flu season; wished
everyone a Happy Thanksgiving and to enjoy friends and relatives, and to remain safe
during this holiday season.
Motion to adjourn was made by Councilmember Gantt; seconded by Councilmember
Thomas. The motion passed unanimously 3-0 at 8:07 p.m.
Respectfully submitted by:

Vanessa Holiday, City Clerk Anthony S. Ford, Mayor

7|Page
2025 HOLIDAY SCHEDULE
The City of Stockbridge will be closed in observance of the following Holidays and re-open the next
business day at 8:00 am.
Please call 911 if you have an emergency. The non-emergency number for the Police Department is 770-
957-9121.

HOLIDAY OBSERVANCE

New Year’s Day Wednesday, January 1st
Martin Luther King, Jr. Monday, January 20th
Good Friday Friday, April 7th
Memorial Day Monday, May 26th
Juneteenth Thursday, June 19th
Independence Day Friday, July 4th
Labor Day Monday, September 1st
Veteran’s Day Tuesday, November 11th
Thanksgiving Day Thursday, November 27th
Day After Thanksgiving Friday, November 28th
Christmas Eve Wednesday, December 24th
Christmas Day Thursday, December 25th
News Year Eve Wednesday, December 31st
Planning Commission
2025 NOTICE OF PUBLIC MEETING SCHEDULE
PLANNING COMMISSION MEETINGS ARE HELD
EVERY 3rd THURDAY OF THE MONTH (Except June)
CITY HALL COUNCIL CHAMBERS
2nd FLOOR AT 6:30 P.M.
4640 NORTH HENRY BLVD.
STOCKBRIDGE, GA 30281

January 16, 2025 July 17, 2025
February 20, 2025 August 21, 2025
March 20, 2025 September 18, 2025
April 17, 2025 October 16, 2025
May 15, 2025 November 20, 2025
*June 26, 2025 December 18, 2025
Community Zoning and Information Meetings
2025 NOTICE OF PUBLIC MEETING SCHEDULE
CITY HALL COUNCIL CHAMBER 2nd FLOOR
4640 NORTH HENRY BLVD.
STOCKBRIDGE, GA 30281
MEETINGS WILL BE HELD ON WEDNESDAY
FROM 6:000 P.M. – 7:00 P.M ON THE FOLLOWING DATES:

January 2, 2025 July 9, 2025

February 12, 2025 August 13, 2025

March 12, 2025 September 10, 2025

April 9, 2025 October 8, 2025

May 14, 2025 November 12, 2025

June 11, 2025 December 10, 2025

Planning & Zoning Division
Keedra Jackson, Chief Planner kjackson@stockbridgega.org Phone: 678-833-3329
Citywide Development Authority
2025 NOTICE OF PUBLIC MEETING SCHEDULE
CITYWIDE DEVELOPMENT AUTHORITY
MEETINGS ARE HELD EVERY 2nd TUESDAY OF THE
MONTH AT 6:00 P.M.
LOCATION: THE LEVI MEETING ROOM AT
CITY HALL
4640 NORTH HENRY BLVD.
STOCKBRIDGE, GA 30281

January 14, 2025 July 08, 2025
February 11, 2025 August 12, 2025
March 11, 2025 September 9, 2025
April 08, 2025 October 14, 2025
May 13, 2025 November 12, 2025*
June 10, 2025 December 9, 2025

Please note Tuesday, November 11, 2025 is Veterans Day Holiday.
Stockbridge Youth Council
2025 Monthly Public Meeting Schedule
Stockbridge City Hall
Levi Meeting Room (Except September & December)
4640 North Henry Boulevard
Stockbridge Georgia 30281
First Monday of Each Month Except September
Time: 6:30pm- 8:30pm
Participants: All SYC Members and Advisory Committee Student Liaison

January 6, 2025 August 4, 2025
February 3, 2025 September 8, 2025
March 3, 2025 October 6, 2025
April 7, 2025 November 3, 2025
May 5, 2025 December 1, 2025

The Youth Council does not meet during the months of June and July.
Stockbridge Main Street 2025 Calendar of Events

January 13- 20 Community Photo Collection Event
Friday, June 6 Main Street Movie
Friday, July 11 Main Street Movie
Friday, August 1 Tiny Tent Concert
Friday, August 8 Tiny Tent Concert
Friday, August 15 Tiny Tent Concert
Friday, August 22 Tiny Tent Concert
Friday, August 29 Tiny Tent Concert
Friday, September 5 Tiny Tent Concert
Friday, September 12 Tiny Tent Concert
Friday, September 19 Tiny Tent Concert
Saturday, September 27 Muscle & Mystique Car Show
Saturday, November 29 Small Business Saturday
Friday, December 5 Holiday Festival Hot Cocoa Booth
2025 COUNCIL CALENDAR (PROPOSED)
CITY OF STOCKBRIDGE

DATE 2025 COUNCIL INITIATIVES

JANUARY
1-Jan NEW YEAR'S DAY - HOLIDAY - CITY CLOSED
6-Jan COUNCIL MEETING
15-Jan BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
18-Jan COMMUNITY CLEAN UP - 9AM - 11AM - ALEXANDER
20-Jan MARTIN LUTHER KING, JR. - HOLIDAY - CITY CLOSED
23-Jan GMA CITIES UNITED SUMMIT - ATLANTA GA
24-Jan GMA CITIES UNITED SUMMIT - ATLANTA GA
25-Jan GMA CITIES UNITED SUMMIT - ATLANTA GA
26-Jan GMA CITIES UNITED SUMMIT - ATLANTA GA
27-Jan GMA CITIES UNITED SUMMIT - ATLANTA GA
28-Jan MEET THE MAYOR-10AM - 12PM - MAYOR FORD
28-Jan COUNCIL WORK SESSION

FEBRUARY
9-Feb PROM DRESS COLLECTION - MMCC - BARBER - TIME TBD
10-Feb COUNCIL MEETING
16-Feb PROM DRESS COLLECTION - MMCC - BARBER - TIME TBD
19-Feb BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
20-Feb QUARTERLY TOWN HALL - 7P - ALEXANDER
22-Feb AFRICAN-AMERICAN HERITAGE CELEBRATION - 5PM -7PM -THOMAS
23-Feb PROM DRESS GIVEAWAY - MMCC - BARBER - TIME TBD
24-Feb MEET THE MAYOR- 10AM - 12 PM-MAYOR FORD
25-Feb COUNCIL WORK SESSION
MARCH
2-Mar WOMEN'S HISTORY MONTH EVENT - 3PM - 5PM - MMCC - ALEXANDER
3-Mar COUNCIL MEETING
10-Mar NLC - CONGRESSIONAL CITY CONFERENCE - WASHINGTON DC
11-Mar NLC - CONGRESSIONAL CITY CONFERENCE - WASHINGTON DC
12-Mar NLC - CONGRESSIONAL CITY CONFERENCE - WASHINGTON DC
13-Mar NLC - CONGRESSIONAL CITY CONFERENCE - WASHINGTON DC
19-Mar COUNCIL RETREAT - TBD
20-Mar COUNCIL RETREAT - TBD
21-Mar COUNCIL RETREAT - TBD
24-Mar MEET THE MAYOR- 10AM - 12PM-MAYOR FORD
24-Mar MAYOR'S CLERGY ROUNDTABLE - LEVI CONFERENCE RM- 6:30PM - FORD
25-Mar COUNCIL WORK SESSION
26-Mar BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
27-Mar YOUNG & GIFTED HONORS - 6PM - 8PM - MMCC - THOMAS

APRIL
7-Apr COUNCIL MEETING
16-Apr BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
17-Apr FERST READERS 2025 SPRING LUNCHEON - 11:30AM - 1:00PM - MERLE MANDERS (Confirmation Pending)
18-Apr GOOD FRIDAY - HOLIDAY - CITY CLOSED
22-Apr STATE OF THE CITY ADDRESS - 6PM - FORD - CITY HALL CHAMBERS
26-Apr JOB FAIR - 10:00AM - 1:00 PM - AMPHITHEATER PARKING LOT
28-Apr MEET THE MAYOR- 10AM - 12PM - MAYOR FORD
29-Apr COUNCIL WORK SESSION
GA CITIES WEEK - APRIL 20 - 26, 2024

MAY
1-May NATIONAL DAY OF PRAYER - 6:30P - CHAMBERS - BERRY
4-May MOTHER'S DAY TEA BRUNCH - 2PM-5PM-BARBER-MMCC
6-May TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
12-May COUNCIL MEETING
16-May TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
17-May CARRIE MAE HAMBRICK CELEBRATION - THOMAS
19-May MEET THE MAYOR- 10AM - 12PM - MAYOR FORD
20-May TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
21-May BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
26-May MEMORIAL MARCH - 9 AM - 11AM - MERLE MANDERS PK. LOT/MEMORIAL PARK
26-May MEMORIAL DAY - HOLIDAY - CITY CLOSED
27-May COUNCIL WORK SESSION
CEMETERY CLEAN-UP - THOMAS - TBD

JUNE
2-Jun MAYOR'S CLERGY ROUNDTABLE - LEVI CONFERENCE RM- 6:30PM - FORD
8-Jun FATHER'S DAY EVENT -2PM - 5PM MMCC - BARBER
3-Jun TASTY TUESDAYS - 5:30PM - 8:30PM - CLARK PARK
9-Jun COUNCIL MEETING
10-Jun TASTY TUESDAYS - 5:30PM - 8:30PM - CLARK PARK
18-Jun BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
19-Jun JUNETEENTH CELEBRATION - 3PM - 8PM - AMPHITHEATER
19-Jun JUNETEENTH - HOLIDAY - CITY CLOSED
19-Jun GMA ANNUAL CONVENTION - SAVANNAH
20-Jun GMA ANNUAL CONVENTION - SAVANNAH
21-Jun GMA ANNUAL CONVENTION - SAVANNAH
22-Jun GMA ANNUAL CONVENTION - SAVANNAH
23-Jun GMA ANNUAL CONVENTION - SAVANNAH
24-Jun GMA ANNUAL CONVENTION - SAVANNAH
24-Jun TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
24-Jun COUNCIL WORK SESSION
26-Jun QUARTERLY TOWN HALL MEETING - 7P - ALEXANDER
30-Jun MEET THE MAYOR- 10AM - 12PM-MAYOR FORD

JULY
4-Jul FOURTH OF JULY EXTRAVAGANZA - 8PM - 11PM - AMPHITHEATER
4-Jul INDEPENDENCE DAY - HOLIDAY - CITY CLOSED
8-Jul TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
14-Jul COUNCIL MEETING
12-Jul COMMUNITY CLEAN UP - 9AM - 11AM - ALEXANDER
15-Jul TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
16-Jul BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
19-Jul BACK TO SCHOOL KICK-OFF - 11AM - 1PM - AMPHITHEATER
28-Jul MEET THE MAYOR- 10AM - 12PM-MAYOR FORD
29-Jul COUNCIL WORK SESSION
29-Jul TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK

AUGUST
5-Aug TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
11-Aug COUNCIL MEETING
12-Aug TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
15-Aug COUNCIL BUDGET RETREAT- TBD
16-Aug COUNCIL BUDGET RETREAT- TBD
17-Aug COUNCIL BUDGET RETREAT- TBD
19-Aug TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK
20-Aug BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
25-Aug MEET THE MAYOR- 10AM - 12PM-MAYOR FORD
26-Aug COUNCIL WORK SESSION
26-Aug TASTY TUESDAYS - 5:30PM - 8:30 PM - CLARK PARK

SEPTEMBER
1-Sep LABOR DAY - HOLIDAY - CITY CLOSED
2-Sep MAYOR'S CLERGY ROUNDTABLE - LEVI CONFERENCE RM- 6:30PM - FORD
8-Sep COUNCIL MEETING
11-Sep 9/11 CEREMONY - 8AM - 11AM - CITY HALL STEPS
17-Sep BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
18-Sep FIRST RESPONDERS APPRECIATION LUNCHEON - THOMAS - 11AM - 1PM
18-Sep QUARTERLY TOWN HALL MEETING - 7PM - ALEXANDER
22-Sep MEET THE MAYOR- 10AM - 12PM-MAYOR FORD
27-Sep BRIDGEFEST - 12PM-11PM-AMPHITHEATER/EAST ATL. RD./LAWN
30-Sep COUNCIL WORK SESSION

OCTOBER
11-Oct COMMUNITY CLEAN UP - 9AM - 11AM - ALEXANDER
13-Oct COUNCIL MEETING
15-Oct BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS

16-Oct PRETTY IN PINK BREAST CANCER AWARENESS LUNCH/FASHION SHOW - 11AM - 2PM - MERLE MANDERS CONF. CTR.

18-Oct PRETTY IN PINK BREAST CANCER AWARENESS "LOVE WALK" - 10:30AM - 1PM - CLARK PARK WALKING TRAIL
18-Oct ANNUAL KICKBALL FUNDRAISER (TENTATIVE DATE)
25-Oct FALL FESTIVAL-CLARK PARK- 12PM - 4PM -GANTT
27-Oct MEET THE MAYOR- 10AM - 12PM-MAYOR FORD
28-Oct COUNCIL WORK SESSION
TBD MUNICIPAL DINNER
NOVEMBER
11-Nov VETERANS DAY LUNCH - 11AM - 1PM - CATERED LUNCH FOR VETERANS
11-Nov VETERANS DAY - HOLIDAY - CITY CLOSED
10-Nov COUNCIL MEETING
15-Nov SMOKE DETECTOR GIVEAWAY- THOMAS - 10AM - 12PM
15-Nov TURKEY GIVEAWAY - 10 AM - UNTIL SUPPLIES RUN OUT - AMPHITHEATER PARKING LOT
17-Nov MEET THE MAYOR- 10AM - 12PM-MAYOR FORD
18-Nov COUNCIL WORK SESSION
19-Nov BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
19-Nov NLC SUMMIT - MAYOR AND COUNCIL - SALT LAKE CITY, UT
20-Nov NLC SUMMIT - MAYOR AND COUNCIL - SALT LAKE CITY, UT
21-Nov NLC SUMMIT - MAYOR AND COUNCIL - SALT LAKE CITY, UT
22-Nov NLC SUMMIT - MAYOR AND COUNCIL - SALT LAKE CITY, UT
23-Nov NLC SUMMIT - MAYOR AND COUNCIL - SALT LAKE CITY, UT
27-Nov THANKSGIVING DAY - HOLIDAY - CITY CLOSED
28-Nov DAY AFTER THANKSGIVING - HOLIDAY - CITY CLOSED

DECEMBER
1-Dec MAYOR'S CLERGY ROUNDTABLE - LEVI CONFERENCE RM- 6:30PM - FORD
5-Dec HOLIDAY FESTIVAL & TREE LIGHTING - 5:30PM - 9PM - AMPHITHEATER PARKING LOT
8-Dec COUNCIL MEETING
11-Dec QUARTERLY TOWN HALL MEETING - 7PM - ALEXANDER
13-Dec VOLUNTEER APPRECIATION DINNER - 5PM-8PM - MMCC BALLROOM
15-Dec MEET THE MAYOR- 10AM - 12PM-MAYOR FORD
16-Dec COUNCIL WORK SESSION
17-Dec BINGO BASH - 10 AM - 12 PM - MMCC - THOMAS
24-Dec CHRISTMAS EVE - HOLIDAY - CITY CLOSED
25-Dec CHRISTMAS DAY - HOLIDAY - CITY CLOSED
2025 NOTICE OF PUBLIC MEETING SCHEDULE

PUBLIC FACIITIES AUTHORITY (PFA)
WILL MEET AS NEEDED OR
OTHERWISE NOTED
MEETINGS ARE HELD IN THE
LEVI MEETING ROOM
CITY HALL
4640 NORTH HENRY BLVD.
STOCKBRIDGE, GA 30281

February 17, 2025 6:00 P.M.
ALL OTHER MEETINGS ARE AS NEEDED
2025 NOTICE OF PUBLIC MEETING SCHEDULE

STOCKBRIDGE ETHICS BOARD
WILL MEET AS NEEDED OR
OTHERWISE NOTED
MEETINGS ARE HELD IN THE
LEVI MEETING ROOM
CITY HALL
4640 NORTH HENRY BLVD.
STOCKBRIDGE, GA 30281

February 19, 2025 6:30 P.M.
ALL OTHER MEETINGS ARE AS NEEDED
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-10. Consideration of a Comprehensive Plan Amendment request to
change the property’s future land use designation to allow a gas station and convenience store on Parcel #032-01030012 on the
west side of Rock Quarry Road. Applicant: GMI, 2 Inc. Agent: Harold Buckley, Jr., Esq. of the Law Firm of Wilson, Brock & Irby.
Property size: 4.26 +/- acres. Original staff recommendation—denial, since the distance requirement of 4,500 feet for the gas
station was not met. Revised staff recommendation—approval with conditions if Special Use Permit Case #SP-2024-01, as well as
Text Amendment Case #TX-2024-06 to reduce the gas station distance to 800 feet, are both first approved.

BACKGROUND INFORMATION:
September 19 PC Meeting—Board granted applicant’s 60-day deferral request to allow the appli-
cant time to consider the distance requirements for the proposed gas station. October 17 PC
Meeting--Board recommended denial. On November 21, the applicant submitted an indefinite
deferral request for CP-2024-10 to wait for the approval of a revised version of TX-2024-06 by City
Council.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
CP-2024-10 for PARCEL #032-01030012 ON ROCK QUARRY ROAD.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION:

DEFERRAL, TO ALLOW TIME FOR CITY COUNCIL TO FIRST APPROVE REVISIONS TO
TX-2024-06, ALONG WITH THE APPROVAL OF SP-2024-01.

Staff Signature

Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 032-01030012 Class C Owner GMI 2 INC Land $681,600
Property ROCK QUARRY Acreage 4.26 Address 1876 INDEPENDENCE Value:
Address RD SQUARE, STE D Building $0 Last 2 Sales
District City/Stockbridge DUNWOODY GA 30338 Value: Date Price Reason Qual
Misc $0 5/6/2022 $0 QUITCLAIM U
Value: 6/15/2006 $0 n/a U
Total $681,600
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 8/28/2024
Last Data Uploaded: 8/28/2024 11:54:39 AM

Developed by
City of Stockbridge Planning and Zoning Division
Application for an Amendment to the Comprehensive Plan
Name of Applicant GMI 2, Inc. Phone: 678-458-5185 Date:
Address of Applicant: 1876 lndeP.endence Square, Ste D Cell #
City: Dunwoody State: GA Zip: 30338 E-mail: sunnyomsai@yahoo.com
Name of Agent Harold Buckley, Jr. Phone: 404-853-5050 Date:
Address of Agent: 2849 Paces Fer!Y Road, Suite 700 Cell#
City: Atlanta State: GA Zip: .-JO~ E-mail: hbuckle_y@wbilegal.com

THE PERSONS NAMED ABOVE AFFIRM THAT THEY ARE THE OWNER Tilt properly wDI be POSTED with a Cit)' of
OR AGENT OF THE OWNER OF THE PROPERTY DESCRIBED BELOW Scoclcbrtd1• Plannln1 altd Zonl111 Sten. Thr al&n must
AND REQUESTS THAT THE FOLLOWING AMENDMENT TO THE rr1naln 011 lbe 1ubjcc1 property for no len lh111 flReu
COMPREHENSIVE PLAN BE GRANTED: days prior to lht f'la.nt111 CommlutOll and Mayor/Cky
Councll mecrlna(s). The appllc1nt or property owaer
FROM:_ High-density residential shall nol rcn1on or alltr tbt •I&• few any rHllCID,
(Acknowltd&tinmt)
To: Low-density mixed-use

Property Address: 0 Rock Quarry Road

Nearest intersection to the property: Rock Quarry Road and Hospital Drive

Size of Tract: 4.37 acrc(s). Land Lot Number(s): 13 . District(s): _,.6.___
Property Tax Parcel Number(s):
032-10130012 (Required)

.c. ~Y~-
7~t. ~- ~· ~
Witness• Signature Signature of Applicant
Bharti Mehta
Printed Name of Applicant

Signature of Agent

(llor OMce Use Only)

Total Amount Paid S Check# Credit Card# (FEES ARE NON-REFUNDABLE)

Application checked by: Date:
Pre-application meeting: Date·

Planning Commission Dcci11ion:

Mayor/City Council Deci&ion:

Planning Director's Signature: Date:
NOTE: If the proposed development site would contain more than one property, and/or more than one
property owner, please first type a list on a separate sheet of paper which Identifies each property {address
and/or parcel number) and its corresponding property owner(s). Then fill out a separate Property Owner's
Authorization Form (provided below) for each property and each property owner.

PROPERTY OWNER'S AUTHORIZATION FORM (See NOTE above.)
NO AUTHORIZATION REQUIRED -APPLICANT IS THE PROPERTY OWNER
The unq,rsl ne below is t e PROPERTY OWNER, or one of the property owners, of the property at
---...1..~~(~4K.lllia.c:;1-~------- [address], with Parcel Number 032- Joi 500 Ji
which is the subject o this application .

I swear that I am the Property Owner, or one of the Property Owners, of the property that is the subject matter of
the attac'led application, as Is shown in the tax assessors' records of H~"'(( [County],
6t.or~°' (State).

Signature: B·~ ·~~ Date: ~4~
The undersigned does duly authorize the person(s) and/or company who is named below to act as APPLICANT(S)
In the pursuit of this application for the subject property.

Company/law firm {if a p p l i c a b l e ) : - - - - - - - - - - - - - - - - - - - - - -

Telephone, E-Mail, & Address: l ~ T' i;:. Ae.pt:J~ S', µ"1.L SM~c. ""3:> ~d: Gf\ '3b3J~
v -d
' 1~· ~Set- $"1~S Sutt~o~ Q~. toW'
I authorize the Applicant or Applicants who are named above to act on my behalf for this application.

Signature of Property Owner, who swears that the Signature of Notary Public
information which is conta lned In this Property
Owner's Authorization Is true and correct to the
best of his or her knowledge and belief. Printed Name of Notary Public

Date Date
Applicant Campaign Disclosure Form
(Must be completed by the applicant, the property owner, and the agent. Use as many forms as needed.)
Has the applicant made, within two (2) years immediately preceding the filing of this application for a rezoning,
campaign contributions aggregating $250 or more, or made gifts having in the aggregate 11 value of $250 or more to a
member of the City of Stockbridge Planning Commission or Stockbridge City Council who will consider the application?
Yes_No~

If Xu, the applicant and the attorney representing the applicant must file the following information with the City
of Stockbridge Planning and Zoning Division within ten (10) days after this application is first filed :

Plannin1 Commissioner and/or Dollar Amount of De~cription of Gift S250 or greater,
City Council Member Name Campaign Contribution which was given to Board Member

We certify that the foregoing information is true and correct, this_ Lt"" day of November . 2024

Bharti Mehta
Applicant'~ Name - Printed Signature of Applicant/Property Owner/Agent

Harold Buckley, Jr.
Applicant's Attorney, if applicable - Printed Signature of Applicant's Attorney, if applicable

Sworn to and subscribed before me this ~\-h dayof November . 2024

* Applicant means any individual or business entity (corporation, partnership, hmited partnership, ftrtn enterprise, franchise,
association, or trust) applying for a rezoning.

Citv of Stodchridoe Communltv Davetooment Deo•rtment--4802 North Henrv Blvd Stockbrldoe GA 30281 770-381:1-7900
GMI 2, Inc.
1876 Independence Square, Suite D 122
Dunwoody, GA 30338 84-48111111

DATE

I $ boo. OD t-
OOLLARS 0
t:::... i

FoRPMul llo'. o32r- lo \3oo\z_ terr fl _UJ fuJ
11• 0 0 0 It 2 2111 I: 0 b It • 0 t.. 8 q 3 1:

TO: Stockbridge Mayor and City Council
Stockbridge Planning Commission

FROM: Linda M. Logan, Senior Planner, Planning and Zoning Division

CC: Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024 and December 9, 2024

SUBJECT: Staff Report for Comprehensive Plan Amendment
Case #CP-2024-10 for Parcel #032-01030012 on the
West Side of Rock Quarry Road

I. PURPOSE

The applicant for Comprehensive Plan Amendment Case #CP-2024-10, GMI 2, LLC
(represented by Harold Buckley, Jr., Esq., from the law firm of Wilson, Brock & Irby),
requests a Comprehensive Plan Amendment to allow an appropriate future land use
designation on Parcel #032-01030012, which is located on the west side of Rock Quarry
Road, to allow the development of a gas station and convenience store. Specifically, the
applicant requests to change the property’s future land use designation from High-Density
Residential to Low-Density Mixed-Use.

GMI 2, LLC develops and operates non-residential developments, including offices and
convenience stores. The proposed gas station and convenience store would be part of
a new retail center with 9,835 square feet and four other tenant spaces. The applicant
has stated that the financial viability of the proposed development would be dependent
upon the inclusion of the convenience store.

The applicant has also submitted a Special Use Permit application (Case #SP-2024-01) to
request that a gas station and convenience store, specifically, be allowable uses on the
subject property. A special use permit is necessary for the proposed development because
Ordinance #OR24-563 for the Parkway Mixed-Use Overlay (PMU) District, per Text
Amendment Case #TX-2024-03, identifies gas stations and convenience stores as being
“select uses” in Section 2.5.2(C(1), and as being permitted uses within a C-2 (General
Commercial) zoning district if an applicant applies for and is approved for a special use
permit.

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

The proposed gas station and convenience store must meet four types of compliance
requirements, as are listed below. The analysis of each of these types of requirements is
discussed in the staff report for SP-2024-01.

1. Requirements for “select uses” from Section 2.5.2.(C)(2) of the UDC for the Parkway
Mixed-Use (PMU) Overlay District.
2. Requirements for gasoline stations from Section 3.2.14 of the UDC.
3. Requirements for special use permits from Section 9.2.5 of the UDC (staff
considerations).
4. Requirements for special use permits from Section 9.2.6 of the UDC (City Council
considerations).

Before SP-2024-01 can be approved, CP-2024-10 must be approved so that the subject
property may have a type of future land use designation which would allow the proposed
uses. The property already has the appropriate zoning of C-2 (General Commercial); thus,
no rezoning of the property is required.

II. CASE FACTS

DESCRIPTIVE FACTOR RESEARCH FINDINGS
Proposed Use: Gas station and a retail building containing a
convenience store plus four retail tenants.
Property Address: N/A. Parcel #032-01030012 on Rock Quarry Road.
The parcel is a corner lot, and it contains two tracts.
Parcel Acreage: 4.37 +/- acres.
Land District and Land Lot: District 6, Land Lot 13.
Council District: 3
Applicant: GMI 2, LLC.
Owner: GMI 2, LLC.
Existing Zoning: C-2 (General Commercial) and Parkway Mixed-Use
(PMU) Overlay District.
Surrounding Zoning: North, South, and East—C-2 (General Commercial).
West—C-3 (Heavy Commercial).
Property Location: West side of Rock Quarry Road, at the end of Hospital
Drive.
Property Conditions: Vacant and mostly wooded, except for a portion of the
cul-de-sac at the end of Hospital Drive. A narrow strip
of wetlands is present along the western boundary.33
Current Use: Undeveloped.
Surrounding Land Uses: ~ North, East, and Southwest—Medical office buildings.
~ Northwest and South—Vacant land.
~ Southeast—Commercial (full-serve restaurant).
City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

Future Land Use ~ North and South—High-Density Residential.
Designations: ~ Northeast, Northwest, and West—Low-Density
Mixed-Use.
Road Classification: Minor Arterial.

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

AERIAL PHOTO OF PARCEL #032-01030012
ON ROCK QUARRY ROAD

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

LAND TITLE SURVEY OF THE PROPERTY (ENLARGEMENT)
(Prepared by Alta NSPS Land Title for GMI 2, LLC) on 05/02/22)

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

CITY OF STOCKBRIDGE ZONING MAP
Showing Parcel #032-01030012 on Rock Quarry Road

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

CITY OF STOCKBRIDGE FUTURE LAND USE MAP
Showing Parcel #032-01030012 on Rock Quarry Road

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

III. PROPOSED DEVELOPMENT

The applicant, GMI 2, LLC, proposes to develop and operate a gas station and
convenience store (a convenience store with gasoline sales) on Parcel #032-01020012
on Rock Quarry Road. These uses would be part of a new retail center with 9,835 square
feet and four other tenant spaces. The applicant develops and operates non-residential
developments, including offices and convenience stores, and has stated that the financial
viability of the proposed development would be dependent upon the inclusion of the
convenience store. The proposed development would include a convenience store with
fuel pumps and electric charging stations, and it would operate twenty-four hours per day.
The applicant’s letter of intent states that the proposed development would be intended to
serve the numerous customers who are present within the vicinity of Piedmont Hospital,
the associated medical buildings, and other commercial uses along Rock Quarry Road and
Eagles Landing Parkway.

The submitted Landscape Rendering shows that the proposed retail center would be
located adjacent to the western cul-de-sac terminus of Hospital Drive. The cul-de-sac lies
adjacent to the driveway for the Gambino’s Mexican Restaurant. The proposed
development would utilize only the portion of the site which lies to the north of the cul-de-
sac, and that the remainder of the site would be heavily wooded. Dual access to the site
would be provided from the cul-de-sac plus a second driveway to the north.

The submitted site plan (entitled “Civil Plans: Rock Quarry Road C-Store Special Use”,
which was prepared for GMI 2, Inc. by LJA with an issue date of 06-26-24) shows that the
proposed retail center would contain several tenant spaces, including a convenience store
with fuel pumps (i.e., a gas station), having 9,935 total square feet. The convenience store
itself would have 5,035 square feet, and four other tenant spaces would be provided. The
site plan shows 100 feet of right-of-way for Rock Quarry Road, which would account for
land which Georgia DOT plans to take for the forthcoming widening of the road.

Within the site, the required minimum setbacks for the C-2 district would be met (50 feet in
the front, 10 feet on the sides, and 20 feet in the rear). Since the site does not border any
residentially-zoned properties, no buffers would be required beyond the setbacks. The
maximum allowable lot coverage in the C-2 district is 70 percent, but the proposed
development would only cover 28.6 percent of the site. The proposed pervious area (open
space) would be 78.4 percent, according to the data on the site plan.

A total of 51 parking spaces would be provided, which would be one more space than would
be required for the 9,935-square-foot retail center since the UDC requires 5 parking spaces
per 1,000 square feet for “service stations” (the convenience center with fuel pumps) and
5 parking spaces per 1,000 square feet for retail establishments (for the remaining four
retail tenant spaces). An equal number of fuel pump spaces (12) and electric vehicle
charging spaces (12) would be provided. The remaining parking spaces would be provided
for regular retail customers (25) and ADA accessible patrons (2).

The applicant provided three architectural renderings to show views of the proposed retail

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024

building, the gas pumps with a canopy, and the electric charging stations. They indicate
that the building would have exterior facades with brick. No canopy is shown over the
electric charging stations.

LANDSCAPE RENDERING
(Entitled Landscape Rendering: Rock Quarry Road C-Store Special Use;
Prepared by LJA; Issue Date: 08/01/24)

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
10

PROPOSED SITE PLAN

(Entitled “Civil Plans: Rock Quarry Road C-Store Special Use”;
Prepared by LJA; Issue Date: 06-26-24.)

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
11

SITE PLAN ENLARGEMENT

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
12

ARCHITECTURAL RENDERINGS

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
13

ELEVATION DRAWINGS
(Front and Rear Building Elevations)

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
14

IV. ANALYSIS

The analysis in this section is only for the proposed Comprehensive Plan Amendment.
The companion staff report for Special Use Permit Case #SP-2024-01 contains four other
analysis sections—1) an analysis of “select uses” in the Parkway Mixed-Use (PMU)
Overlay District; 2) an analysis of the requirements for gas stations according to Section
3.2.14 of the UDC; 3) an analysis of the requirements for special use permits according
to Section 9.2.5 of the UDC; and 4) an analysis of the requirements for “use permits” for
gas stations and convenience stores, according to Section 9.2.6(A) of the UDC.

A. Comparison of Future Land Use Designations. The subject property, Parcel
#032-01030012 on Rock Quarry Road, has a future land use designation of High-
Density Residential, and the applicant requests to change it to Low-Density Mixed-Use.
Descriptions of these future land use designations from the Comprehensive Plan
(Pages 50 and 48) are presented below.

High-Density Residential—This designation is intended primarily for
residential land uses which include multi-story condominiums and planned
town development. Small commercial or service business may be permitted
within these developments for the convenience of their residents and visitors
only. High Density Residential is an appropriate transition between mixed-use
and industrial projects, and low or medium density residential areas.

Low-Density Mixed-Use—This designation is intended for commercial/retail
areas along various corridors and intersections located throughout the City.
These areas mainly serve the residents of the surrounding residential
neighborhoods. Future development and redevelopment should maintain the
community-oriented feel of these areas, with a focus on creating small mixed-use
areas combining locally owned retail, low intensity office uses, and apartment/
condo/loft uses in two story buildings in a pedestrian friendly environment,
allowing nearby residents to safely walk to and within them.

Based on the descriptions above, it is apparent that the High-Density Residential future
land use designation is mainly intended for residential developments which might also
contain small commercial uses to serve the needs of the internal residents of the
development. But the applicant does not propose to build a residential development;
thus, High-Density Residential is not the appropriate future land use designation for the
subject property.

Conversely, the Low-Density Mixed-Use future land use designation is intended for
commercial and retail areas along various corridors in the City. Rock Quarry Road is
one such corridor, with various single-family subdivisions and apartment developments
located along it or within several blocks. The proposed retail center would be located
in close proximity to these residential developments, offering quick services and goods
for the regular and frequent needs of customers.

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
15

B. Suitability of the Subject Property’s Location. The adjacent parcel to the north,
as well as many parcels on the east side of Rock Quarry Road, directly across the road
from the subject property, all have future land use designations of Low-Density Mixed-
Use. Therefore, the approval of the applicant’s request would not create a “spot” future
land use designation.

C. Compatibility with a Goal of the Comprehensive Plan. Page 42 of the
Comprehensive Plan identifies the top economic development goal for the City of
Stockbridge as follows: “#1-To attract and retain high-quality and diverse employers with
quality of life, education, culture, housing, healthcare, retail, and recreation facilities.” The
proposed retail center would comply with that goal, particularly since few retail centers
have been developed within the City in the past five years.

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
16

GAS STATION RADIUS MAP

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
17

GAS STATION DISTANCE MAP
For the Rock Quarry Road / Eagles Landing Corridor

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
18

V. STAFF CONCLUSIONS

As a result of the foregoing analysis, the Planning & Zoning Staff makes the following
conclusions:

1. The subject property’s existing future land use designation of High-Density Residential
is not appropriate for the subject property because the applicant is not proposing to
build a residential development.

2. The proposed retail uses would be compatible with one of the intentions of the
requested future land use designation of Low-Density Mixed-Use, which is to serve the
needs of nearby residential areas.

3.The subject property is in a suitable location for the Low-Density Mixed-Use future land
use designation due to the adjacency of other properties to the north and across Rock
Quarry Road, which all have the same designation.

4.The development of the proposed retail uses would serve to further an economic
development goal of the Comprehensive Plan.

VI. STAFF RECOMMENDATION
In view of the aforementioned conclusions for CP-2024-10 on Parcel #032-01030012, the
Planning & Zoning Staff recommends the APPROVAL of CP-2024-10.

City of Stockbridge, GA Community Dev. Dept. / CP-2024-10 Staff Report / Nov. 21 & Dec. 9, 2024
HYDROLOGY REPORT
For Project:
Rock Quarry Road C-Store/Retail
Development
Located at
Rock Quarry Road & Hospital Drive
Stockbridge, Georgia 30281

GMI 2, Inc.
1876 Independence Square, Suite D
Dunwoody, Georgia 30338
(678) 458-5185

October 14, 2022
Prepared by:

755 Commerce Drive
Suite 800
Decatur, GA 30030
www.THECONTINEOGROUP.com
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
HYDROLOGY REPORT
Rock Quarry Road C-Store/Retail Development
Rock Quarry Road & Hospital Drive
Stockbridge, GA 30281

Table of Contents
Project Description ...................................................................................................................................................... 3
Methodology................................................................................................................................................................ 4
Existing Conditions Hydrologic Analysis ................................................................................................................... 5
Post-Developed Hydrologic Analysis ....................................................................................................................... 8
Data Summary ........................................................................................................................................................... 10
10% Downstream Analysis ........................................................................................................................................ 14
Erosion & Sedimentation Control Plan................................................................................................................... 15
Landscaping Plan...................................................................................................................................................... 15
Conclusion .................................................................................................................................................................. 15
APPENDIX .................................................................................................................................................................... 16

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 2
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
HYDROLOGY REPORT
Rock Quarry Road C-Store/Retail Development
Rock Quarry Road & Hospital Drive
Stockbridge, GA 30281

Project Description

The proposed development is located at Rock Quarry Road and Hospital Drive, Stockbridge, GA 30281. The
vicinity map below delineates the approximate location of the development within the City of Stockbridge. The
4.363-acre property has approximately 4.2-acres of disturbance. The project site will be developed as a
convenience store/retail building that includes parking, drive aisles, utilities, and stormwater facilities. A future
phase for the project site will include a medical office building and all related facilities.

This report is to demonstrate that the proposed extended dry detention system and other stormwater
management practices designed for the development have enough capacity to retain stormwater without
causing any negative effect on downstream drainage. Stormwater is designed to reach the detention pond
through a series of curb inlets and pipes. The calculations consist of analysis of peak flow rates between pre-
developed and post-developed basins. Please refer to corresponding sections for details in this report.

SITE

Figure 1. Vicinity Map

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 3
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Methodology

The purpose of this study is to evaluate the hydrologic conditions of the existing site as it impacts the
development. To have a better understanding of its impact, there are several methods or tools conducted in this
study:

Rainfall Intensity data for project site was obtained from NOAA Atlas 14. The data from Point Precipitation
Frequency Estimates with 24-hour duration was then utilized in Hydraflow Hydrographs for peak flow rate
calculations. For more details, please reference the NOAA Rainfall Report in the Appendix.

The time of concentration (TC) is defined as the time needed for water to flow from the most remote point in a
watershed to the outlet of a watershed, and acts as a function of the topography, geology, and land use within
the watershed. The time of concentration for each basin is calculated using TR-55 Method by summing all travel
times for both sheet flow and shallow concentrated flow. The minimum value of time of concentration is
assumed to be 6 minutes.

The SCS Method was used for analysis of the existing and proposed conditions by calculating SCS Curve Number
based on land cover conditions. Hydraflow Hydrographs 2023 from Autodesk’s AutoCAD Civil 3D, a computer
software program was used to develop time of concentrations for the studied basins, generate and route
hydrographs for this study. The program was utilized the SCS Method to model all rainfall events for the both
pre-developed and post-developed sites by analyzing hydrologic data with a 2-minute time interval, a Type II
Storm Distribution, and a Shape Factor of 484.

Figure 1

Pre-Developed vs. Post-Developed Basins

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 4
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Existing Conditions Hydrologic Analysis

The purpose of the following study is to evaluate the current hydrologic conditions of the existing site as it would
have flowed prior to any development. The existing property consists of 4.363 acres of land, with none of the
site being existing impervious. Prior to construction, the CN for the overall site is 55 as an undeveloped site.

Rainfall Intensity data for this job site was utilized for the 24-hour Precipitation events, as provided on the
National Weather Service NOAA website, which corresponds to 3.32 inches for the 1-year storm event, 3.78
inches for the 2-year storm event, 4.58 inches for the 5-year event, 5.27 inches for the 10-year, 6.27 inches for
the 25-year, 7.08 inches for the 50-year, and 7.93 inches for the 100-year storm event.

Site

Figure 2. Aerial Image

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 5
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
The TR55 method was utilized for determining the Time of Concentration for each basin of the site. This includes
both the pre-developed and post-developed conditions. A minimum TC of 6 minutes should be utilized for
stormwater discharge models.

Hydrographs Number 1, 2, 3, and 4 (Pre-Developed Basins A, B, C, and D) illustrates the existing conditions for
the lot, as seen in the basin map below. The basins drain via overland flow in all directions exiting the site. See
each basin and their respective impervious and pervious areas, and curve numbers below.

Pre-Developed Basin A
Total Area 4.36-AC Hydrograph #1 (Pre-Developed Basin A):
Pervious Area 4.36-AC It illustrates the existing conditions for the site.
Currently this basin is considered an undeveloped
Impervious Area 0.00-AC
site with its CN of 55 (Woods, good condition).
CN Value 55
Time of Concentration 18.8-min

Pre-Developed Basin B
Total Area 1.00-AC Hydrograph #2 (Pre-Developed Basin B):
Pervious Area 0.65-AC It illustrates the existing conditions for the offsite
area adjacent to the site that will flow through the
Impervious Area 0.35-AC
site and into the proposed pond. Currently this
CN Value 74 basin is considered a partially developed site with
Time of Concentration 6.0-min its CN of 74.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 6
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
The pre-developed drainage basins and flow paths are shown on the diagram below.

Figure 3. Pre-Developed Basin Map
(See appendix for more legible copy)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 7
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Post-Developed Hydrologic Analysis

The purpose of the following study is to evaluate the hydrologic conditions of the proposed site as it will flow
after development is completed. The proposed development involves the construction of one proposed
structure, with associated parking, utilities, and stormwater conveyances. The site will consist of two post
development basins. One basin will pass through an on-site stormwater management system, and another basin
consists of water flowing from off-site through the site to the proposed detention pond.

Hydrographs number 5 and 6 (Post-Dev A and B) illustrate the post developed conditions for the site.
Hydrograph numbers 7 and 8 represent the pond, pools, and flow combinations and are explained accordingly
below.

Post-Developed Basin A Hydrograph #5: Basin A consists of the project site,
Total Area 4.36-AC including the proposed building, parking spaces,
Pervious Area 2.40-AC drive aisles, and landscape areas. All stormwater is
Impervious Area 1.96-AC captured via curb inlets and roof drains and then
CN Average 78 routed into the detention pond, which utilizes the
Time of Concentration 18.8-min bottom 2’ of the pond as a micropool.

Post-Developed Basin B Hydrographs #6: Basin B consists of the offsite area
Total Area 1.00-AC adjacent to the site boundary. Water flows from Rock
Pervious Area 0.60-AC Quarry Road and Hospital Drive to an existing double
Impervious Area 0.40-AC wing catch basin at the end of the existing cul-de-sac.
CN Average 76 From there, water is discharged from a headwall and
Time of Concentration 6-min flows via sheet flow to the proposed detention pond.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 8
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
The post-developed drainage basins and flow paths are shown on the diagram below.

Figure 4. Post-Developed Basin Map
(See appendix for more legible copy)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 9
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Data Summary

The table below summarizes flow, flow reduction, and elevations for the entire site for each storm event
between the pre-developed and post-developed basins. The data from the table (Study 1) comes from
Hydrograph #3 (total pre-developed flow), and #8 (total post-routed flow). All results indicate that peak flow
rates are reduced for each storm event with return period between 1 to 100-year.

Summary of Hydrograph Results
Summary of Flow to Point of Study 1 (POS-A)
Storm Pre-Development Post-Development Flow Reduction Percent Elevation
Event (cfs) w/ Detention (cfs) (cfs) Reduction (ft)
1-Year 0.968 0.000 0.968 100.0% 730.51
2-Year 1.791 0.000 1.791 100.0% 731.15
5-Year 5.454 0.000 5.454 100.0% 732.36
10-Year 6.409 0.000 6.409 100.0% 732.62
25-Year 9.843 0.000 9.843 100.0% 733.49
50-Year 12.88 0.277 12.60 97.8% 734.18
100-Year 15.87 0.539 15.33 96.6% 734.79

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 10
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
Water Quality (WQv)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 11
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
Channel Protection (CPv)
Channel Protection shall be provided as extended detention of the 1-year, 24-hour storm event releases over a
period of 24 hours to protect downstream channel from exceeding critical erosive velocities and flow volumes.
Per the hydrograph analysis, channel protection volume (CPV) was provided the detention pond designed to
meet requirement of extended detention for the 1-year, 24-hour storm event volume.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 12
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
Overbank Flood Protection (QP25)
Overbank flood protection shall be provided to control post-development peak discharge rate is less than pre-
development peak discharge rate for the 25-year, 24-hour return frequency storm event. This standard is met
because hydrograph analysis illustrates post-development peak discharge rate, which is 0 cfs, is 9.843 cfs less
than the pre-developed peak discharge rate.

Extreme Flood Protection (Qf)
Extreme flood protection shall be provided to manage the impact of the extreme storm event through
detention controls and/or to maintain the existing 100-year floodplain. On this project, the detention pond is
designed to control the 100-year, 24-hour rainfall event peak discharge flow Qf via the outlet control structure
without negatively impacting downstream.

Total Suspended Solids (TSS) Removal
The TSS have been calculated according to the Georgia Stormwater Management Manual – Stormwater
Quality Site Development Review Tool. Using the stormwater pond, the required 80% TSS removal is achieved.
Calculations and complete spreadsheet are shown in appendix of this report.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 13
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

10% Downstream Analysis

Hydrograph #10 denotes the total area for the 10% downstream analysis outside of the site. Hydrographs #11
(PRE DN) and #12 (POST DN) denote combined area of site and downstream, including the pre-developed and
post-developed events respectively. This downstream analysis represents that the site is 10% of total
downstream area and demonstrates that the development will not negatively impact downstream runoff, as
shown in the table below.
Table 10. Storm Event Summary for 10% Downstream Analysis
Pre-Developed Flow Post-Developed Flow Flow Reduction (cfs) Percent Reduction
Storm
Event (cfs) (cfs)
1-Year 27.29 26.32 0.97 3.6%
2-Year 45.87 44.08 1.79 3.9%
5-Year 89.55 84.10 5.45 6.1%
10-Year 99.95 93.54 6.41 6.4%
25-Year 136.11 126.27 9.84 7.2%
50-Year 166.95 154.05 12.90 7.7%
100-Year 196.43 180.56 15.87 8.1%
The 10% downstream Basin Map is shown as below:

Site

Figure 5. Designed Post-Developed Basin Map
(See appendix for more legible copy)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 14
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Erosion & Sedimentation Control Plan

The project site has been designed to utilize a wide range of erosion and sedimentation control practices per
standards and specifications in the Manual for Erosion and Sediment Control in Georgia. Those practices include:
• Construction exit will be placed at the point where vehicular traffic leaving the project site onto a
public street in order to reduce or eliminate transportation of soils from construction.
• Silt fence and inlet protection will be used to retain excess sediment by reducing the velocity of sheet
flows.
• Inlet sediment trap will be used to prevent sediment from entering a drainage system prior to
permanent stabilization.
• Mulching, temporary, and permanent seeding around disturbed areas to stabilize and minimize erosion
and sediment impact during construction.
• Temporary sediment traps to allow sediment to settle out of stormwater before it discharges offsite.

Landscaping Plan

The site design incorporates a detailed planting schedule, and a plan outlining the use of such planting, along
with the exact type species, size, and count for other plantings to be installed on site. This plan from the
landscape architect is in the construction set of plans. For specific landscaping guidelines for the proposed
stormwater facilities, the contractor will refer to Appendix D of the GSMM. Henry County is in USDA Zone 7b.
Section D.4.2 contains landscaping guidelines for bioretention areas. Section 5 in Appendix D contains the
Georgia Native plant list for use with stormwater facilities.

Conclusion

This report illustrates that the proposed wet extended detention basin should act as functional stormwater
management systems for this project site. The routed stormwater will leave the project site at a lower rate than
its pre-development discharge rate in 24-hour storm events with return periods from 1-year to 100-year.

Should you have any additional questions, please feel free to contact us at your best convenience.

Respectfully,

Ron T. Crump, PE

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 15
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

APPENDIX

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 16
N/F
OVADJE, LEO
DB 9531 PG 188
ZONED C-2

0 30' 60' 10/14/22

N/F PaE

CONTINEO GROUP
ZIEGLER-GEORGIA 6 LLC
N/F
DB 8820 PG 251 755 COMMERCE DRIVE
SAK PARTNERS LLC
ZONED C-2
SUITE 800
DB 5504 PG 185
ZONED C-2
CeC DECATUR, GA 30030

404.457.3919

www.tcg.engineer

SS SS

SS

RRY ROAD
SS

ROCK QUA

GMI 2, INC.
(100' R/W) IT: 45 MPH
SS

EED LIM

POSTED SP
SS

CeC

SS
TS
N/F
CITY OF STOCKBRIDGE
DB 14392 PG 235 PaE
ZONED C-2
SS

SS

ROCK QUARRY ROAD
SS SS SS SS SS SS SS
SS
SS

CONSTRUCTION
SS
SS
SS
SS

C-STORE/RETAIL
IVE
S P I TAL DR S)
HO VARIE mph)

DEVELOPMENT
(R/W ed limit: 25
d spe
(poste

N/F
DIAZ INVESTMENT INC.
DB 10879 PG 117
ZONED C-2

N/F
KILLEARN
PROPERTIES INC
OF GEORGIA
DB 8729 PG 319
ZONED C-2

N/F CeC
MANISH INC.
DB 3717 PG 253
ZONED C-2

PRE DEVELOPED
PaE BASIN MAP

PRE
N/F
OVADJE, LEO
DB 9531 PG 188
ZONED C-2

10/14/22
0 30' 60'

N/F

CONTINEO GROUP
ZIEGLER-GEORGIA 6 LLC
N/F
DB 8820 PG 251 755 COMMERCE DRIVE
SAK PARTNERS LLC
ZONED C-2
SUITE 800
DB 5504 PG 185
ZONED C-2
D DECATUR, GA 30030

404.457.3919

www.tcg.engineer
FUEL

SS SS

UGE&T

FUEL

M M

GM GAS GAS
SS
FUEL

D UGE&T M M

FUEL

RRY ROAD
SS
PM UGE
WM W

ROCK QUA
SS UGE&T
FUEL

GMI 2, INC.
(100' R/W) IT: 45 MPH
SS

FUEL

UGE
SS
UGE&T

EED LIM
PROPOSED

POSTED SP
MEDICAL SS SS
FUEL
OFFICE

UG
WM
GM PM

SS

W W W
N/F UG GAS
T UGE UGE UGE
CITY OF STOCKBRIDGE SS
GAS W
DB 14392 PG 235 W GAS GAS GAS W
ZONED C-2 W W
SS

SS

ROCK QUARRY ROAD
SS SS SS SS SS SS SS
SS
SS

CONSTRUCTION
SS
SS
SS
SS

20' EX DE

C-STORE/RETAIL
IVE
S P I TAL DR S)
HO VARIE mph)

DEVELOPMENT
(R/W ed limit: 25
d spe
(poste

N/F
DIAZ INVESTMENT INC.
D DB 10879 PG 117
O SE ZONED C-2
R OP ICA
P ED ICE
M FF

20' B
SL

N/F
KILLEARN
PROPERTIES INC
OF GEORGIA
DB 8729 PG 319
ZONED C-2
20' EX DE

N/F
MANISH INC.
DB 3717 PG 253
ZONED C-2

POST
DEVELOPED
BASIN MAP
POST
10/14/22
0 100' 200'

CONTINEO GROUP
755 COMMERCE DRIVE

SUITE 800

DECATUR, GA 30030

404.457.3919

www.tcg.engineer

DISCHARGE TO
RUM CREEK

GMI 2, INC.

<< R/W PIPE CROSSING

TOTAL AREA ROCK QUARRY ROAD

CONSTRUCTION

±43.5 AC
<< C-STORE/RETAIL

<< DEVELOPMENT

DISCHARGE TO
RUM CREEK
TRIBUTARY
<< N/F
OVADJE, LEO
DB 9531 PG 188
ZONED C-2

N/F
N/F ZIEGLER-GEORGIA 6 LLC
SAK PARTNERS LLC DB 8820 PG 251
DB 5504 PG 185 ZONED C-2
ZONED C-2

FUEL
M M

GM

M M

UGE&T
SS

ROAD
PM

WM

ROCK QUARRY)

FUEL
(100' R/W
MPH

ED LIMIT: 45
PROPOSED
MEDICAL

POSTED SPE
OFFICE

UGE
WM
GM PM

N/F
CITY OF STOCKBRIDGE W SS
DB 14392 PG 235 T UGE
ZONED C-2
GAS
SS
SS
SS

AL DRIV
HOSPITVARIES) h)
(R/W d limit: 25 mp
spee
(posted

N/F
DIAZ INVESTMENT INC.
ED DB 10879 PG 117
OS
OP AL
ZONED C-2
PR EDIC CE
M FFI

20' B
SL

N/F
KILLEARN
PROPERTIES INC

HYDRO -
OF GEORGIA
DB 8729 PG 319
ZONED C-2

N/F
MANISH INC.
DB 3717 PG 253
ZONED C-2
DOWNSTREAM

10%
POND: Proposed Detention Pond
Water Quality Volume Design
Impervious Area = 1.96 Acres

Pervious Area = 2.40 Acres

Total Pond Drainage Area (A) = 4.36 Acres

Total Percent Impervious (I) = 45.0%

First Flush Rain Storm Event (FF) = 1.2 inches

RV = 0.05 + (I) x 0.009 RV = 0.45
where (I) is expressed as a whole number

WQR = FF x RV WQR = 0.55

WQV = WQR / 12 x A WQV = 0.20 Ac.Ft.

Required WQ Volume (WQV) = 8,634 Cu.Ft.

Water Quality Orifice Design
Draw Down Time (t) = 24 hours

QALLOW = WQV / t (in seconds) QALLOW = 0.10 cfs

Total Head (h) = 1.80 feet

Orifice Diameter Coefficient (Cd) = 0.60
where (Cd) is typically 0.6, but may be adjusted for non-standard orifices

Orifice equation: QALLOW = Cd x AO x (2 x g x h/2) 0.5
where (g) is gravity expressed as 32.2 ft/s
the average head method is used by calculating Total Head divided by 2
and AO is the Area of the Orifice and converted from square feet to square inches

AO = QALLOW / Cd x (2 x g x h/2) 0.5 AO = 3.15 sq.in.

Circular Orifice Diameter is calculated as = 2.00 inches

Round Down to next lower orifice size = 0.25", 0.5", 0.75", 1.0", 1.25", 1.5", 1.75", 2.0", 2.5", 3.0", 3.5", 4.0", etc.

Water Quality Orifice Elevation
Elevation of Water Quality Orifice Location = 921.00
POND: Proposed Detention Pond
Channel Protection Volume Design
CN value for Impervious Area = 98

CN value for Pervious Area = 61

1-yr 24-hour Rainfall (P) = 3.32 inches
Total Pond Drainage Area (A) = 4.36 Acres

Runoff Curve Number (CN) = 78

S = (1,000 / CN) - 10 S= 2.88

Q = (P - 0.2 S)2 / (P + 0.8 S) Q= 1.34 inches

CPV = Q / 12 x A CPV = 0.49 Ac.Ft.

Required CP Volume (CPV) = 21,182 Cu.Ft.

Total Volume Stacking Reduction
Allowable Reduction (between 0% to 50%) 50%

CPV Reduction based on WQV Stacking = 4,317 Cu.Ft.
Reduced WQV Elevation = 923.15 feet

Reduced Required CP Volume (CPV) = 16,866 Cu.Ft.

TOTAL WQV & CPV Volume Required = 25,499 Cu.Ft.

Channel Protection Orifice Design
Draw Down Time (t) = 24 hours

QALLOW = Total Volume / t (in seconds) QALLOW = 0.30 cfs

Total Head (h) = 1.3 feet

Orrifice Diameter Coefficient (Cd) = 0.60
where (Cd) is typically 0.6, but may be adjusted for non-standard orifices

Orifice equation: QALLOW = Cd x AO x (2 x g x h/2) 0.5
where (g) is gravity expressed as 32.2 ft/s
the average head method is used by calculating Total Head divided by 2
and AO is the Area of the Orifice and converted from square feet to square inches

AO = QALLOW / Cd x (2 x g x h/2)
0.5
AO = 11.07 sq.in.

Circular Orifice Diameter is calculated as = 3.75 inches

Round Down to next lower orifice size = 0.25", 0.5", 0.75", 1.0", 1.25", 1.5", 1.75", 2.0", 2.5", 3.0", 3.5", 4.0", etc.
POND: Proposed Detention Pond
Pond Storage Data
Bottom of Pond Elevation Inside Pond = 729.00
Top of Pond Berm Elevation (Highest Point) = 735.00

Bottom of Berm Elevation Outside Pond (Low Point) = 730.00
NOTE: This should be the point at which the Berm slope ends, and not to the bottom of a slope after the Berm

Total Depth of Pond (Bottom to Berm) = 6.00

Total Height of Pond Berm (Outside of Pond) = 5.00
NOTE: The Dam's Act governs ALL ponds whose Berm exceeds 25-ft in Total Height

Top of 100-Yr Storm Water Storage Elevation = 734.98

Stage Storage Contour Inveral at = 1 Ft. Hydrograph

Channel Protection Orifice Elevation
Required WQ Volume (WQV) = 8,634 Cu.Ft.
Nearest Contour Elevation Below Volume = 732
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at that Contour Elevation = 3,824 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at Contour Elevation Above VC = 7,219 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Elevation of Channel Protection Orifice Location = 733.42

Storm Event Detention System Weir Elevation
TOTAL WQV & CPV Volume Required = 25,499 Cu.Ft.
Nearest Contour Elevation Below Volume = 734
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at that Contour Elevation = 11,875 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at Contour Elevation Above VC = 17,993 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Elevation to Start Detention Weir System Location = 736.23
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool
Version 2.2
General Information
Name of Developer: GMI 2, Inc. Date Submitted: 10/14/2022
Development Name: Rock Quarry Road C-Store/Retail Permit Number:
Site Location / Address: Rock Quarry Road & Hospital Drive Developer Contact: Sunny Mehta
Stockbridge, GA 30281 Phone Number: (678) 458-5185
Name of Engineer(s): Erick Garcia - Salas
Development Type: Commercial/Retail Maintenance Responsibility: GMI 2, Inc.

Site Summary
Total Pre-Development Area (ac): 5.36
Total Suspended Solids (TSS) Removal
Total Post-Development Area (ac): 5.36
100%
Total Treated Area (ac): 5.58
Total Untreated Area (ac): -0.22 80%

TSS Reduction
I (ac) P (ac) CA (ac) 60%
POS-A DB 1 1.96 2.40 0.00
POS-B DB 2 0.40 0.60 0.00 40%
Drainage Basin 3 DB 3 0.00 0.00 0.00
Drainage Basin 4 DB 4 0.00 0.00 0.00 20%
Drainage Basin 5 DB 5 0.00 0.00 0.00 89% 80% 0% 0% 0% 0% 0% 0% 0% 0%
Drainage Basin 6 DB 6 0.00 0.00 0.00 0%
Drainage Basin 7 DB 7 0.00 0.00 0.00 DB 1 DB 2 DB 3 DB 4 DB 5 DB 6 DB 7 DB 8 DB 9 DB 10
Drainage Basin 8 DB 8 0.00 0.00 0.00
Runoff Reduction (RR)
Drainage Basin 9 DB 9 0.00 0.00 0.00
100%
Drainage Basin 10 DB 10 0.00 0.00 0.00
90%
TOTAL 2.36 3.00 0.00
80%
I = Impervious Area, P = Pervious Area, CA = Conservation Area

% RR Target Met
70%
60%
Target Runoff Reduction Volume Achieved? No 50%
Target TSS Removal Achieved? Yes 40%
30%
Total Target Runoff Reduction Volume (cf) 10,420 20%
Runoff Reduction Volume Achieved (cf) 0 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Total Target Water Quality Volume (cf) 10,420 0%
% TSS Removal Achieved 88% DB 1 DB 2 DB 3 DB 4 DB 5 DB 6 DB 7 DB 8 DB 9 DB 10

Official Use Only
Tracking #: Conditions of Approval:
Reviewed By:
Date Approved:
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-A calculation cells
constant values

Site Data
Indicate Pre-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG* A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Woods - Good Condition 30 4.36 55 70 77 4.36 100%
Impervious 98 98 98 98 0.00 0%
Open space - Good condition (grass cover > 75%) 39 61 74 80 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Other 0.00 0%
Total 0.00 4.36 0.00 0.00 4.36 100%
*HSG = hydrologic soil group Impervious (ac) 0.00
Weighted CN 55
Potential Max Soil Retention, Spre (in) 8.18

Indicate Post-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Open space - Good condition (grass cover > 75%) 39 2.40 61 74 80 2.40 55%
Impervious 98 1.96 98 98 98 1.96 45%
Woods - Good Condition 30 55 70 77 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Gravel 0.00 0%
Total 0.00 4.36 0.00 0.00 4.36 100%
Impervious (ac) 1.96
Rv 0.45
Weighted CN 78
Potential Max Soil Retention, Spost (in) 2.88

Conservation Area Credits
Scenario 1: Natural Conservation Area *See the GSMM Volume 2, Section 2.3.3.3 for more information. Scenario 3: Soil Restoration *See the GSMM Volume 2, Section 4.23 for more information.

Check the box if a portion of the post-developed area is protected by a conservation easement or equivalent form of Check the box if a portion of the post-developed area employs soil restoration and is protected by a
protection. conservation easement or equivalent form of protection.

Area (ac) of development protected by a conservation easement or Note: The green cell will unlock if the Scenario 1 Area (ac) of development with restored soils and protected by a conservation Note: The green cell will unlock if the Scenario
equivalent form of protection. box above is checked easement or equivalent form of protection. 3 box above is checked

*See the GSMM Volume 2, Section 4.22 and 4.23 for
Scenario 2: Site Reforestation/Revegetation *See the GSMM Volume 2, Section 4.22 for more information. Scenario 4: Site Reforestation/Revegetation & Soil Restoration
more information.

Check the box if a portion of the post-developed area employs site reforestation/revegetation and is protected by a Check the box if the same portion of the post-developed area employs site reforestation/revegetation and
conservation easement or equivalent form of protection. soil restoration, and is protected by a conservation easement or equivalent form of protection.

Area (ac) of development reforested/revegetated and protected by a Note: The green cell will unlock if the Scenario 2 Area (ac) with restored soils in a reforested & revegetated area and protected Note: The green cell will unlock if the Scenario
conservation easement or equivalent form of protection. box above is checked by a conservation easement or equivalent form of protection. 4 box above is checked

Total Conservation Area Credit (acres) 0.00
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-A calculation cells
constant values

WaterSite DataGoals
Quality

Target Runoff Reduction Storm (in) 1.20 Total Site Area for Water Quality Volume (acres) 4.36
Target Runoff Reduction Volume (cf) 8,634
Target Water Quality Volume (cf) 8,634

Select BMPs for Runoff Reduction and Water Quality

Area Draining to Each BMP Runoff Reduction Calculations WQ Calculations
RR Conveyance
Storage Volume
Volume
On-site Provided by Down-stream Total RR
On-site Provided by RR Volume RR Volume from Remaining WQv from Effective
Impervious Offsite Area BMP BMP Volume Runoff RR Achieved
Pervious Area BMP from Direct Upstream RR Volume Direct TSS
Area (acres) (cf) Received by Reduction % (cf)
(acres) (cf) Drainage (cf) Practices (cf) (cf) Drainage (cf) Removal %
(acres) BMP (cf)

BMP 1 Gravity (oil-grit) Separator 0.22 910 BMP 2 910 0 910 0% 0 910 910 40%

BMP 2 Stormwater Pond 2.40 1.96 52,792 8,634 910 9,544 0% 0 9,544 8,634 80%

BMP 3 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 4 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 5 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 6 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 7 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 8 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 9 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 10 Select a BMP… 0 0 0 N/A 0 0 0 N/A

TOTAL 2.40 2.18 0.00 9,544 0 9,544
UNTREATED AREA (acres) 0.00 0.00

Target Runoff Reduction Volume (cf) 8,634
Target Achieved? No
Remaining Runoff Reduction Volume (cf) 8,634

Target Water Quality Volume (cf) 8,634
% TSS Removal Achieved 89%
Target Achieved? Yes!
Remaining TSS Removal % 0%

Channel and Flood Protection Calculations

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Target Rainfall Event (in) 3.32 3.78 6.27 7.93

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-A calculation cells
constant values

Pre-Development Runoff Volume (in) 0.29 0.45 1.68 Site
2.74Data
Post Development Runoff Volume (in) with no BMPs 1.34 1.69 3.78 5.28
Post-Development Runoff Volume (in) with BMPs 1.34 1.69 3.78 5.28
Adjusted CN 78 78 78 78

*See Stormwater Management Standards to Determine Detention Requirements.

Comments
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-B calculation cells
constant values

Site Data
Indicate Pre-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG* A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Open space - Good condition (grass cover > 75%) 39 0.65 61 74 80 0.65 65%
Impervious 98 0.35 98 98 98 0.35 35%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Other 0.00 0%
Total 0.00 1.00 0.00 0.00 1.00 100%
*HSG = hydrologic soil group Impervious (ac) 0.35
Weighted CN 74
Potential Max Soil Retention, Spre (in) 3.52

Indicate Post-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Open space - Good condition (grass cover > 75%) 39 0.60 61 74 80 0.60 60%
Impervious 98 0.40 98 98 98 0.40 40%
Woods - Good Condition 30 55 70 77 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Other 0.00 0%
Total 0.00 1.00 0.00 0.00 1.00 100%
Impervious (ac) 0.40
Rv 0.41
Weighted CN 76
Potential Max Soil Retention, Spost (in) 3.19

Conservation Area Credits
Scenario 1: Natural Conservation Area *See the GSMM Volume 2, Section 2.3.3.3 for more information. Scenario 3: Soil Restoration *See the GSMM Volume 2, Section 4.23 for more information.

Check the box if a portion of the post-developed area is protected by a conservation easement or equivalent form of Check the box if a portion of the post-developed area employs soil restoration and is protected by a
protection. conservation easement or equivalent form of protection.

Area (ac) of development protected by a conservation easement or Note: The green cell will unlock if the Scenario 1 box Area (ac) of development with restored soils and protected by a conservation Note: The green cell will unlock if the Scenario
equivalent form of protection. above is checked easement or equivalent form of protection. 3 box above is checked

*See the GSMM Volume 2, Section 4.22 and 4.23 for
Scenario 2: Site Reforestation/Revegetation *See the GSMM Volume 2, Section 4.22 for more information. Scenario 4: Site Reforestation/Revegetation & Soil Restoration
more information.

Check the box if a portion of the post-developed area employs site reforestation/revegetation and is protected by a Check the box if the same portion of the post-developed area employs site reforestation/revegetation and
conservation easement or equivalent form of protection. soil restoration, and is protected by a conservation easement or equivalent form of protection.

Area (ac) of development reforested/revegetated and protected by a Note: The green cell will unlock if the Scenario 2 box Area (ac) with restored soils in a reforested & revegetated area and protected Note: The green cell will unlock if the Scenario
above is checked by a conservation easement or equivalent form of protection. 4 box above is checked
conservation easement or equivalent form of protection.

Total Conservation Area Credit (acres) 0.00
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-B calculation cells
constant values

WaterSite DataGoals
Quality

Target Runoff Reduction Storm (in) 1.20 Total Site Area for Water Quality Volume (acres) 1.00
Target Runoff Reduction Volume (cf) 1,786
Target Water Quality Volume (cf) 1,786

Select BMPs for Runoff Reduction and Water Quality

Area Draining to Each BMP Runoff Reduction Calculations WQ Calculations
RR Conveyance
Storage Volume
Volume
On-site Provided by Down-stream Total RR
On-site Provided by RR Volume RR Volume from Remaining WQv from Effective
Impervious Offsite Area BMP BMP Volume Runoff RR Achieved
Pervious Area BMP from Direct Upstream RR Volume Direct TSS
Area (acres) (cf) Received by Reduction % (cf)
(acres) (cf) Drainage (cf) Practices (cf) (cf) Drainage (cf) Removal %
(acres) BMP (cf)

BMP 1 Stormwater Pond 0.60 0.40 52,792 1,786 0 1,786 0% 0 1,786 1,786 80%

BMP 2 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 3 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 4 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 5 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 6 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 7 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 8 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 9 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 10 Select a BMP… 0 0 0 N/A 0 0 0 N/A
TOTAL 0.60 0.40 0.00 1,786 0 1,786
UNTREATED AREA (acres) 0.00 0.00

Target Runoff Reduction Volume (cf) 1,786
Target Achieved? No
Remaining Runoff Reduction Volume (cf) 1,786

Target Water Quality Volume (cf) 1,786
% TSS Removal Achieved 80%
Target Achieved? Yes!
Remaining TSS Removal % 0%
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-B calculation cells
constant values

Site
Channel and Flood Data
Protection Calculations

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Target Rainfall Event (in) 3.32 3.78 6.27 7.93

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Pre-Development Runoff Volume (in) 1.11 1.43 3.41 4.86
Post Development Runoff Volume (in) with no BMPs 1.22 1.56 3.59 5.07
Post-Development Runoff Volume (in) with BMPs 1.22 1.56 3.59 5.07
Adjusted CN 76 76 76 76

*See Stormwater Management Standards to Determine Detention Requirements.

Comments
Soil Map—Clayton, Fayette, and Henry Counties, Georgia

84° 14' 0'' W 84° 13' 44'' W

756980 757020 757060 757100 757140 757180 757220 757260 757300 757340
33° 30' 45'' N 33° 30' 45'' N

3711540

3711540

3711500

3711500

3711460

3711460

3711420

3711420

3711380

3711380

3711340

3711340

3711300 Soil Map may not be valid at this scale.

33° 30' 37'' N 3711300 33° 30' 37'' N

756980 757020 757060 757100 757140 757180 757220 757260 757300 757340 757380

84° 14' 0'' W 84° 13' 44'' W
Map Scale: 1:1,850 if printed on A landscape (11" x 8.5") sheet.
Meters
N 0 25 50 100 150
Feet
0 50 100 200 300
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84

Natural Resources Web Soil Survey 11/10/2021
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—Clayton, Fayette, and Henry Counties, Georgia

MAP LEGEND MAP INFORMATION
Area of Interest (AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI) 1:20,000.
Stony Spot
Soils Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement. The maps do not show the small areas of
Soil Map Unit Points
Special Line Features
contrasting soils that could have been shown at a more detailed
Special Point Features scale.
Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
Transportation
Clay Spot Source of Map: Natural Resources Conservation Service
Rails
Closed Depression
Web Soil Survey URL:
Interstate Highways Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
Landfill
Local Roads Albers equal-area conic projection, should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: Clayton, Fayette, and Henry Counties,
Miscellaneous Water Georgia
Perennial Water
Survey Area Data: Version 15, Sep 13, 2021

Rock Outcrop
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: May 5, 2019—Jun
Sandy Spot 26, 2019
Severely Eroded Spot The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Sinkhole
imagery displayed on these maps. As a result, some minor
Slide or Slip shifting of map unit boundaries may be evident.

Sodic Spot

Natural Resources Web Soil Survey 11/10/2021
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Clayton, Fayette, and Henry Counties, Georgia

Map Unit Legend

Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI

CeC Cecil sandy loam, 6 to 10 5.1 49.8%
percent slopes
PaE Pacolet sandy loam, 10 to 25 2.2 21.2%
percent slopes
TS Toccoa sandy loam, 0 to 2 3.0 29.1%
percent slopes, frequently
flooded
Totals for Area of Interest 10.3 100.0%

Natural Resources Web Soil Survey 11/10/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3
11/10/21, 8:59 AM Precipitation Frequency Data Server

NOAA Atlas 14, Volume 9, Version 2
Location name: Stockbridge, Georgia, USA*
Latitude: 33.5111°, Longitude: -84.2305°
Elevation: 746.14 ft**
* source: ESRI Maps
** source: USGS

POINT PRECIPITATION FREQUENCY ESTIMATES
Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale
Unruh, Michael Yekta, Geoffery Bonnin

NOAA, National Weather Service, Silver Spring, Maryland

PF_tabular | PF_graphical | Maps_&_aerials

PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval (years)
Duration
1 2 5 10 25 50 100 200 500 1000
5-min 0.401 0.464 0.569 0.656 0.778 0.874 0.970 1.07 1.20 1.30
(0.318‑0.499) (0.368‑0.578) (0.450‑0.709) (0.517‑0.820) (0.598‑0.989) (0.659‑1.12) (0.713‑1.26) (0.761‑1.40) (0.830‑1.60) (0.882‑1.75)

10-min 0.587 0.680 0.832 0.961 1.14 1.28 1.42 1.57 1.76 1.91
(0.466‑0.731) (0.539‑0.846) (0.659‑1.04) (0.757‑1.20) (0.875‑1.45) (0.965‑1.64) (1.04‑1.84) (1.11‑2.06) (1.22‑2.34) (1.29‑2.56)

15-min 0.716 0.829 1.01 1.17 1.39 1.56 1.73 1.91 2.15 2.33
(0.569‑0.891) (0.657‑1.03) (0.803‑1.27) (0.923‑1.46) (1.07‑1.77) (1.18‑2.00) (1.27‑2.24) (1.36‑2.51) (1.48‑2.86) (1.58‑3.12)

30-min 1.05 1.21 1.49 1.72 2.04 2.29 2.54 2.79 3.13 3.39
(0.829‑1.30) (0.962‑1.51) (1.18‑1.86) (1.36‑2.15) (1.57‑2.59) (1.73‑2.92) (1.86‑3.28) (1.99‑3.66) (2.16‑4.16) (2.29‑4.54)

60-min 1.36 1.57 1.92 2.23 2.66 3.01 3.36 3.73 4.24 4.64
(1.08‑1.69) (1.25‑1.96) (1.52‑2.40) (1.75‑2.78) (2.05‑3.39) (2.27‑3.85) (2.47‑4.36) (2.66‑4.91) (2.93‑5.66) (3.14‑6.22)

2-hr 1.68 1.93 2.36 2.73 3.28 3.72 4.18 4.68 5.35 5.89
(1.35‑2.06) (1.55‑2.37) (1.89‑2.90) (2.18‑3.38) (2.56‑4.15) (2.85‑4.73) (3.12‑5.39) (3.38‑6.11) (3.75‑7.09) (4.04‑7.84)

3-hr 1.88 2.14 2.61 3.02 3.64 4.16 4.70 5.29 6.11 6.77
(1.52‑2.29) (1.73‑2.62) (2.10‑3.19) (2.43‑3.71) (2.88‑4.60) (3.22‑5.27) (3.54‑6.04) (3.86‑6.88) (4.32‑8.07) (4.67‑8.97)

6-hr 2.28 2.58 3.13 3.62 4.36 4.98 5.65 6.37 7.39 8.21
(1.87‑2.75) (2.12‑3.12) (2.56‑3.78) (2.95‑4.39) (3.49‑5.45) (3.91‑6.25) (4.31‑7.19) (4.71‑8.22) (5.30‑9.68) (5.74‑10.8)

12-hr 2.79 3.16 3.80 4.38 5.24 5.95 6.70 7.50 8.63 9.54
(2.32‑3.33) (2.62‑3.77) (3.15‑4.54) (3.61‑5.25) (4.24‑6.45) (4.72‑7.37) (5.18‑8.42) (5.61‑9.58) (6.26‑11.2) (6.75‑12.4)

24-hr 3.32 3.78 4.58 5.27 6.27 7.08 7.93 8.83 10.1 11.0
(2.80‑3.91) (3.19‑4.46) (3.84‑5.40) (4.40‑6.23) (5.14‑7.62) (5.69‑8.66) (6.20‑9.84) (6.68‑11.1) (7.39‑12.9) (7.92‑14.3)

2-day 3.83 4.39 5.34 6.17 7.36 8.32 9.32 10.4 11.8 13.0
(3.28‑4.46) (3.75‑5.11) (4.55‑6.23) (5.23‑7.21) (6.11‑8.83) (6.77‑10.1) (7.38‑11.4) (7.95‑13.0) (8.79‑15.0) (9.41‑16.6)

3-day 4.21 4.78 5.77 6.65 7.92 8.97 10.1 11.2 12.9 14.2
(3.63‑4.86) (4.11‑5.53) (4.95‑6.68) (5.68‑7.71) (6.64‑9.47) (7.37‑10.8) (8.05‑12.3) (8.70‑14.0) (9.65‑16.3) (10.4‑18.0)

4-day 4.53 5.12 6.13 7.05 8.40 9.52 10.7 12.0 13.8 15.2
(3.93‑5.21) (4.43‑5.88) (5.29‑7.06) (6.05‑8.14) (7.09‑10.00) (7.87‑11.4) (8.61‑13.0) (9.33‑14.9) (10.4‑17.4) (11.2‑19.3)

7-day 5.35 6.00 7.15 8.18 9.74 11.1 12.4 14.0 16.1 17.8
(4.69‑6.09) (5.25‑6.82) (6.24‑8.14) (7.11‑9.36) (8.33‑11.5) (9.25‑13.1) (10.1‑15.1) (11.0‑17.2) (12.3‑20.2) (13.3‑22.5)

10-day 6.07 6.77 8.02 9.15 10.8 12.3 13.8 15.4 17.7 19.6
(5.35‑6.85) (5.97‑7.65) (7.05‑9.08) (8.01‑10.4) (9.33‑12.7) (10.3‑14.5) (11.3‑16.6) (12.2‑18.9) (13.6‑22.1) (14.7‑24.6)

20-day 8.12 8.96 10.4 11.7 13.6 15.2 16.8 18.5 20.9 22.8
(7.26‑9.05) (8.01‑10.0) (9.30‑11.7) (10.4‑13.1) (11.8‑15.7) (12.9‑17.6) (13.9‑19.9) (14.9‑22.4) (16.3‑25.8) (17.4‑28.4)

30-day 9.94 10.9 12.6 14.0 16.1 17.7 19.3 21.0 23.3 25.1
(8.97‑11.0) (9.87‑12.1) (11.3‑14.0) (12.6‑15.6) (14.0‑18.3) (15.2‑20.3) (16.1‑22.6) (17.0‑25.1) (18.3‑28.5) (19.2‑31.0)

45-day 12.4 13.7 15.7 17.3 19.5 21.2 22.8 24.5 26.6 28.1
(11.3‑13.6) (12.4‑15.0) (14.2‑17.2) (15.6‑19.1) (17.1‑22.0) (18.3‑24.1) (19.2‑26.5) (19.9‑29.0) (21.0‑32.2) (21.8‑34.6)

60-day 14.6 16.1 18.5 20.3 22.7 24.5 26.1 27.7 29.6 31.0
(13.4‑16.0) (14.7‑17.6) (16.9‑20.2) (18.5‑22.3) (20.0‑25.4) (21.2‑27.7) (22.1‑30.1) (22.6‑32.6) (23.5‑35.7) (24.1‑38.0)
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).

Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates
(for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper
bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top

PF graphical

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 1/4
11/10/21, 8:59 AM Precipitation Frequency Data Server

Back to Top

Maps & aerials
Small scale terrain

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 2/4
11/10/21, 8:59 AM Precipitation Frequency Data Server

3km

2mi

Large scale terrain

100km

60mi

Large scale map

100km

60mi

Large scale aerial

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 3/4
11/10/21, 8:59 AM Precipitation Frequency Data Server

100km

60mi

Back to Top

US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: HDSC.Questions@noaa.gov

Disclaimer

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 4/4
Hydrograph Return Period Recap
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph
No. type hyd(s) Description
(origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr

1 SCS Runoff ------ 0.039 0.447 ------- 2.851 3.547 6.091 8.383 10.66 BASIN A

2 SCS Runoff ------ 0.968 1.482 ------- 2.603 2.863 3.752 4.514 5.245 BASIN B OFFSITE

3 Combine 1, 2 0.968 1.791 ------- 5.454 6.409 9.843 12.88 15.87 TOTAL PRE

5 SCS Runoff ------ 5.630 8.113 ------- 13.36 14.57 18.77 22.26 25.54 POST BASIN A

6 SCS Runoff ------ 1.125 1.668 ------- 2.833 3.100 4.024 4.811 5.553 BASIN B OFFSITE

7 Combine 5, 6 6.756 9.781 ------- 16.20 17.66 22.79 27.07 31.09 TOTAL POST

8 Reservoir 7 0.000 0.000 ------- 0.000 0.000 0.000 0.277 0.539 TOTAL POST ROUTE

10 SCS Runoff ------ 26.32 44.08 ------- 84.10 93.54 126.27 154.05 180.56 10% Basin Outside Site

11 Combine 3, 10 27.29 45.87 ------- 89.55 99.95 136.11 166.94 196.43 10% Basin + Pre-Dev On-Site Basins

12 Combine 8, 10, 26.32 44.08 ------- 84.10 93.54 126.27 154.05 180.56 10% Basin + Post-Dev Routed On-Sit

Proj. file: 21-409-Hydro_Rev 00_2022 07 15.gpw Friday, 09 / 23 / 2022
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 0.039 2 772 1,118 ------ ------ ------ BASIN A

2 SCS Runoff 0.968 2 718 1,994 ------ ------ ------ BASIN B OFFSITE

3 Combine 0.968 2 718 3,111 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 5.630 2 718 11,308 ------ ------ ------ POST BASIN A

6 SCS Runoff 1.125 2 718 2,282 ------ ------ ------ BASIN B OFFSITE

7 Combine 6.756 2 718 13,590 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 730.51 13,590 TOTAL POST ROUTE

10 SCS Runoff 26.32 2 718 57,899 ------ ------ ------ 10% Basin Outside Site

11 Combine 27.29 2 718 61,011 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 26.32 2 718 57,899 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 1 Year Friday, 09 / 23 / 2022
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 0.039 cfs
Storm frequency = 1 yrs Time to peak = 772 min
Time interval = 2 min Hyd. volume = 1,118 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 1 Year
0.10 0.10

0.09 0.09

0.08 0.08

0.07 0.07

0.06 0.06

0.05 0.05

0.04 0.04

0.03 0.03

0.02 0.02

0.01 0.01

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 0.968 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 1,994 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 1 Year
1.00 1.00

0.90 0.90

0.80 0.80

0.70 0.70

0.60 0.60

0.50 0.50

0.40 0.40

0.30 0.30

0.20 0.20

0.10 0.10

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 0.968 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 3,111 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 1 Year
1.00 1.00

0.90 0.90

0.80 0.80

0.70 0.70

0.60 0.60

0.50 0.50

0.40 0.40

0.30 0.30

0.20 0.20

0.10 0.10

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 5.630 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 11,308 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 1 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 1.125 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 2,282 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 1 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 6.756 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 13,590 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 1 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 1 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 730.51 ft
Reservoir name = POND Max. Storage = 13,590 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 1 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 13,590 cuft
10
Pond Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Pond No. 1 - POND
Pond Data
Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 728.00 ft

Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)

0.00 728.00 2,000 0 0
1.00 729.00 4,000 3,000 3,000
2.00 730.00 8,000 6,000 9,000
3.00 731.00 10,000 9,000 18,000
4.00 732.00 11,000 10,500 28,500
5.00 733.00 12,000 11,500 40,000
6.00 734.00 13,000 12,500 52,500
7.00 735.00 14,400 13,700 66,200

Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise (in) = 48.00 0.00 0.00 0.00 Crest Len (ft) = 24.00 0.00 0.00 0.00
Span (in) = 48.00 0.00 0.00 0.00 Crest El. (ft) = 734.00 0.00 0.00 0.00
No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
Invert El. (ft) = 728.00 0.00 0.00 0.00 Weir Type = 1 --- --- ---
Length (ft) = 25.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope (%) = 1.00 0.00 0.00 n/a
N-Value = .024 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000 (by Contour)
Multi-Stage = n/a No No No TW Elev. (ft) = 0.00

Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).

Stage (ft) Stage / Discharge Elev (ft)
8.00 736.00

6.00 734.00

4.00 732.00

2.00 730.00

0.00 728.00
0.00 8.00 16.00 24.00 32.00 40.00 48.00 56.00 64.00 72.00 80.00
Discharge (cfs)
Total Q
11
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 26.32 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 57,899 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 1 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
12
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 27.29 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 61,011 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 1 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 26.32 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 57,899 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 1 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
14
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 0.447 2 720 2,694 ------ ------ ------ BASIN A

2 SCS Runoff 1.482 2 718 2,983 ------ ------ ------ BASIN B OFFSITE

3 Combine 1.791 2 718 5,677 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 8.113 2 718 16,223 ------ ------ ------ POST BASIN A

6 SCS Runoff 1.668 2 718 3,340 ------ ------ ------ BASIN B OFFSITE

7 Combine 9.781 2 718 19,563 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 731.15 19,563 TOTAL POST ROUTE

10 SCS Runoff 44.08 2 718 91,136 ------ ------ ------ 10% Basin Outside Site

11 Combine 45.87 2 718 96,814 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 44.08 2 718 91,136 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 2 Year Friday, 09 / 23 / 2022
15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 0.447 cfs
Storm frequency = 2 yrs Time to peak = 720 min
Time interval = 2 min Hyd. volume = 2,694 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 2 Year
0.50 0.50

0.45 0.45

0.40 0.40

0.35 0.35

0.30 0.30

0.25 0.25

0.20 0.20

0.15 0.15

0.10 0.10

0.05 0.05

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
16
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 1.482 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 2,983 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 2 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
17
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 1.791 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,677 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 2 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
18
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 8.113 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 16,223 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 2 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
19
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 1.668 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 3,340 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 2 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 9.781 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 19,563 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 2 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
21
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 731.15 ft
Reservoir name = POND Max. Storage = 19,563 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 2 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 19,563 cuft
22
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 44.08 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 91,136 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 2 Year
50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
23
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 45.87 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 96,814 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 2 Year
50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
24
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 44.08 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 91,136 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 2 Year
50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
25
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 2.851 2 718 7,332 ------ ------ ------ BASIN A

2 SCS Runoff 2.603 2 718 5,209 ------ ------ ------ BASIN B OFFSITE

3 Combine 5.454 2 718 12,541 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 13.36 2 718 26,937 ------ ------ ------ POST BASIN A

6 SCS Runoff 2.833 2 718 5,683 ------ ------ ------ BASIN B OFFSITE

7 Combine 16.20 2 718 32,620 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 732.36 32,620 TOTAL POST ROUTE

10 SCS Runoff 84.10 2 718 168,556 ------ ------ ------ 10% Basin Outside Site

11 Combine 89.55 2 718 181,097 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 84.10 2 718 168,556 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 5 Year Friday, 09 / 23 / 2022
26
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 2.851 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 7,332 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 5 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
27
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 2.603 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,209 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 5 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
28
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 5.454 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 12,541 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 5 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
29
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 13.36 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 26,937 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 5 Year
14.00 14.00

12.00 12.00

10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
30
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 2.833 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,683 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 5 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
31
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 16.20 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 32,620 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 5 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
32
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 5 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 732.36 ft
Reservoir name = POND Max. Storage = 32,620 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 5 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 32,620 cuft
33
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 84.10 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 168,556 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 5 Year
90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
34
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 89.55 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 181,097 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 5 Year
90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
35
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 84.10 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 168,556 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 5 Year
90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
36
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 3.547 2 718 8,581 ------ ------ ------ BASIN A

2 SCS Runoff 2.863 2 718 5,734 ------ ------ ------ BASIN B OFFSITE

3 Combine 6.409 2 718 14,315 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 14.57 2 716 29,423 ------ ------ ------ POST BASIN A

6 SCS Runoff 3.100 2 718 6,231 ------ ------ ------ BASIN B OFFSITE

7 Combine 17.66 2 716 35,654 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 732.62 35,654 TOTAL POST ROUTE

10 SCS Runoff 93.54 2 718 187,186 ------ ------ ------ 10% Basin Outside Site

11 Combine 99.95 2 718 201,501 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 93.54 2 718 187,186 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 10 Year Friday, 09 / 23 / 2022
37
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 3.547 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 8,581 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 10 Year
4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
38
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 2.863 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,734 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 10 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
39
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 6.409 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 14,315 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 10 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
40
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 14.57 cfs
Storm frequency = 10 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 29,423 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 10 Year
15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
41
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 3.100 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 6,231 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 10 Year
4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
42
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 17.66 cfs
Storm frequency = 10 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 35,654 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 10 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
43
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 732.62 ft
Reservoir name = POND Max. Storage = 35,654 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 10 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 35,654 cuft
44
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 93.54 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 187,186 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 10 Year
100.00 100.00

90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
45
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 99.95 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 201,501 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 10 Year
100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
46
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 93.54 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 187,186 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 10 Year
100.00 100.00

90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
47
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 6.091 2 718 13,231 ------ ------ ------ BASIN A

2 SCS Runoff 3.752 2 718 7,560 ------ ------ ------ BASIN B OFFSITE

3 Combine 9.843 2 718 20,792 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 18.77 2 716 37,978 ------ ------ ------ POST BASIN A

6 SCS Runoff 4.024 2 716 8,127 ------ ------ ------ BASIN B OFFSITE

7 Combine 22.79 2 716 46,105 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 733.49 46,105 TOTAL POST ROUTE

10 SCS Runoff 126.27 2 718 252,685 ------ ------ ------ 10% Basin Outside Site

11 Combine 136.11 2 718 273,477 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 126.27 2 718 252,685 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 25 Year Friday, 09 / 23 / 2022
48
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 6.091 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 13,231 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 25 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
49
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 3.752 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 7,560 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 25 Year
4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
50
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 9.843 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 20,792 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 25 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
51
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 18.77 cfs
Storm frequency = 25 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 37,978 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 25 Year
21.00 21.00

18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 5
52
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 4.024 cfs
Storm frequency = 25 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 8,127 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 25 Year
5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
53
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 22.79 cfs
Storm frequency = 25 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 46,105 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 25 Year
24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
54
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 25 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 733.49 ft
Reservoir name = POND Max. Storage = 46,105 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 25 Year
24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 46,105 cuft
55
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 126.27 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 252,685 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 25 Year
140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
56
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 136.11 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 273,477 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 25 Year
140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
57
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 126.27 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 252,685 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 25 Year
140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
58
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 8.383 2 718 17,515 ------ ------ ------ BASIN A

2 SCS Runoff 4.514 2 716 9,117 ------ ------ ------ BASIN B OFFSITE

3 Combine 12.88 2 718 26,633 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 22.26 2 716 45,192 ------ ------ ------ POST BASIN A

6 SCS Runoff 4.811 2 716 9,734 ------ ------ ------ BASIN B OFFSITE

7 Combine 27.07 2 716 54,926 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.277 2 1342 2,425 7 734.01 52,650 TOTAL POST ROUTE

10 SCS Runoff 154.05 2 718 309,235 ------ ------ ------ 10% Basin Outside Site

11 Combine 166.94 2 718 335,867 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 154.05 2 718 311,660 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 50 Year Friday, 09 / 23 / 2022
59
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 8.383 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 17,515 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 50 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
60
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 4.514 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 9,117 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 50 Year
5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
61
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 12.88 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 26,633 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 50 Year
14.00 14.00

12.00 12.00

10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
62
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 22.26 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 45,192 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 50 Year
24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 5
63
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 4.811 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 9,734 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 50 Year
5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 6
64
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 27.07 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 54,926 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 50 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
65
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.277 cfs
Storm frequency = 50 yrs Time to peak = 1342 min
Time interval = 2 min Hyd. volume = 2,425 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 734.01 ft
Reservoir name = POND Max. Storage = 52,650 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 50 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 52,650 cuft
66
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 154.05 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 309,235 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 50 Year
160.00 160.00

140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
67
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 166.94 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 335,867 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 50 Year
180.00 180.00

160.00 160.00

140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
68
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 154.05 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 311,660 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 50 Year
160.00 160.00

140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
69
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 10.66 2 718 21,841 ------ ------ ------ BASIN A

2 SCS Runoff 5.245 2 716 10,610 ------ ------ ------ BASIN B OFFSITE

3 Combine 15.87 2 718 32,451 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 25.54 2 716 52,055 ------ ------ ------ POST BASIN A

6 SCS Runoff 5.553 2 716 11,268 ------ ------ ------ BASIN B OFFSITE

7 Combine 31.09 2 716 63,324 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.539 2 1012 10,823 7 734.02 52,792 TOTAL POST ROUTE

10 SCS Runoff 180.56 2 718 363,906 ------ ------ ------ 10% Basin Outside Site

11 Combine 196.43 2 718 396,357 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 180.56 2 718 374,729 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 100 Year Friday, 09 / 23 / 2022
70
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 10.66 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 21,841 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 100 Year
12.00 12.00

10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
71
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 5.245 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 10,610 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 100 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 2
72
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 15.87 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 32,451 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 100 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
73
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 25.54 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 52,055 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 100 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 5
74
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 5.553 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 11,268 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 100 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 6
75
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 31.09 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 63,324 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 100 Year
35.00 35.00

30.00 30.00

25.00 25.00

20.00 20.00

15.00 15.00

10.00 10.00

5.00 5.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
76
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.539 cfs
Storm frequency = 100 yrs Time to peak = 1012 min
Time interval = 2 min Hyd. volume = 10,823 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 734.02 ft
Reservoir name = POND Max. Storage = 52,792 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 100 Year
35.00 35.00

30.00 30.00

25.00 25.00

20.00 20.00

15.00 15.00

10.00 10.00

5.00 5.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 52,792 cuft
77
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 180.56 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 363,906 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 100 Year
210.00 210.00

180.00 180.00

150.00 150.00

120.00 120.00

90.00 90.00

60.00 60.00

30.00 30.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
78
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 196.43 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 396,357 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 100 Year
210.00 210.00

180.00 180.00

150.00 150.00

120.00 120.00

90.00 90.00

60.00 60.00

30.00 30.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
79
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 180.56 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 374,729 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 100 Year
210.00 210.00

180.00 180.00

150.00 150.00

120.00 120.00

90.00 90.00

60.00 60.00

30.00 30.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
A B C D E F G H I J K L M N O P Q

Plot Date: Monday, July 15, 2024 4:52:07 PM
SITE AREA CALCULATIONS
130 E. MAIN STREET
CANTON, GA 30114
470-863-1070

07/11/2024
engineer of record

APV

VICINITY MAP SITE DATA CHK

PROPOSED GDOT REQUIRED R/W
BY
N/F
N/F N/F

EXISTING R/W
OVADJE, LEO
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 5504 PG 185 DB 8820 PG 251
DB 9531 PG 188 4
ZONED C-2
ZONED C-2 ZONED C-2
S 88°52'17"E
229.88'
L3
BUILDING DATA
DESCRIPTION
S 72 "E
°03' °2 8'12
42" N 74 EV EV EV EV EV EV EV
ONLY ONLY ONLY ONLY ONLY ONLY ONLY EV EV
E 09' ONLY ONLY
131 181.
.54'

C- 5

EV EV EV

ONLY ONLY ONLY
N 09°2
DATE

0'32"W C- 1 6
CITY OF STOCKBRIDGE
PROPOSED PARKING DATA NO.

QUIRED R/W
283.22

GDOT CON
GDOT RE

PROPOSED
STRUCTIO
EXISTING R

GMI2, INC

ROCK QUARRY RD STOCKBRIDGE, GA 30281
L2
N C/L
SITE NOTES
AE-1
CORNER SIGHT DISTANCE FOR COMMERCIAL SITE L1
N C/L
'48"W
S 81°433' ONST RUCTIO
159.0 GDOT C
C- 3

CIVIL PLANS

N 09°2 1876 INDEPENDENCE SQ , SUITE D, DUNWOODY,

13 ~ DISTRICT 6, PARCEL # 032-01030012
C- 2

0'59"W
59.07'

File Location: s:\sed\archive_01-civil_projects\03-projects\_canton_ga_office\_assigned_lja\2024-033 rock quary road retail stockbridge ga\cad\proj1 rock quarry road
'48" E 1
N 81°43

GA 30338
N/F
DIAZ INVESTMENT INC.
PROPOSED 56.74'
4 DB 10879 PG 117 9
ZONED C-2

S 14

°32'3
8"E

N 06°25'4
182.84'
10
125.
4"W 8'

N/F
KILLEARN PROPERTIES INC
OF GEORGIA
DB 8729 PG 319
ZONED C-2
300.99'
11
ISSUE DATE
S 81°59'40"W 06-26-2024
N/F PROJECT NUMBER
MANISH INC. 2024-033
DB 3717 PG 253
ZONED C-2 SHEET TITLE

SITE PLAN
12
SHEET NUMBER

C1
LEGAL DESCRIPTION
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, CONTAINING 4.3664 ACRES, MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED
BY FOR EAGLES LANDING FAMILY PRACTICE, BY ROLAND MCCANN, GEORGIA REGISTERED LAND SURVEYOR, DATED
5/14/02, REVISED MAY 16, 2002, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LINE TABLE
LINE BEARING DISTANCE BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 253.1 FEET
L1 S 81°43'48" W 27.81' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF
SAID RIGHT-OF-WAY WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE SOUTHERLY ALONG
L2 N 35°00'41" E 18.56' THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE THEREOF, 237.97 FEET
L3 S 88°52'17" E 18.37' TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST, 159.03 FEET TO AN IRON PIN; THENCE
ALONG AN ARC A DISTANCE OF 243.68 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 ALONG A BEARING OF SOUTH 25
DEGREES 21 MINUTES 59 SECONDS WEST AND A CHORD DISTANCE OF 107.53 FEET TO AN IRON PIN; THENCE SOUTH 14
DEGREES 32 MINUTES 38 SECONDS EAST, 125.48 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 59 MINUTES 40
SECONDS WEST, 300.99 FEET TO AN IRON PIN; THENCE NORTH 06 DEGREES 25 MINUTES 44 SECONDS WEST, 182.84
FEET TO AN IRON PIN; THENCE NORTH 09 DEGREES 20 MINUTES 32 SECONDS WEST, 283.22 FEET TO AN IRON PIN;
THENCE SOUTH 72 DEGREES 03 MINUTES 42 SECONDS EAST, 131.54 FEET TO AN IRON PIN; THENCE NORTH 74
DEGREES 28 MINUTES 12 SECONDS EAST, 181.09 FEET TO AN IRON PIN; THENCE SOUTH 88 DEGREES 53 MINUTES 25
SECONDS EAST, 229.64 FEET TO AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY
ROAD AND THE POINT OF BEGINNING.

TOGETHER WITH:
AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.4 710 ACRES, MORE OR LESS, AS SHOWN AND
DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES LANDING FAMILY PRACTICE BY ROLAND MCCANN,
0' 40' 80' 120' REGISTERED LAND SURVEYOR, DATED 5/14/02, REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
THIS
BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 491.07 FEET SURVEY
SCALE:1"=40' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF

PROPOSED GDOT REQUIRED R/W
SAID RIGHT-OF-WAY LINE WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE CONTINUING
SOUTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE
CURVE TABLE THEREOF, 60.00 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST 159.07 FEET TO AN
IRON PIN; THENCE ALONG AN ARC A DISTANCE OF 314.16 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 TO A POINT;
CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING THENCE NORTH 81 DEGREES 43 MINUTES 48 SECONDS EAST 159.03 FEET TO THE POINT OF BEGINNING.

C-1 1503.00' 119.23' 237.97' 9°04'18" 3°48'44" 237.72' S 03°54'25" E
C-2 60.00' -121.12' 243.69' 232°42'15" 95°29'35" 107.53' S 25°21'59" W
C-3
C-4
1503.00'
60.00'
30.01'
39.94'
60.00'
70.47'
2°17'15"
67°17'48"
3°48'44"
95°29'35"
60.00'
66.49'
N 08°19'12" W
S 55°21'58" W LEGAL DESCRIPTION
C-5 1896.00' 113.71' 227.15' 06°51'52" 03°01'19" 227.01' N 04°28'15" W ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
HENRY COUNTY, GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

Phone 770-957-4614 / Email office@ironstonesurveying.com
COMMENCING AT A POINT FORMED BY THE EXISTING SOUTHERLY RIGHT-OF-WAY OF NORTH PARK LOCATION MAP
TRAIL (60' R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W);

96 Ernest Biles Drive, Jackson, Georgia 30233
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
N/F BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY ALONG A CURVE HEREBY
N/F N/F
OVADJE, LEO KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF 1503.00',
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 9531 PG 188 BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72', TO A
DB 5504 PG 185 DB 8820 PG 251 POINT HEREBY KNOWN AS "AE-1"; THENCE S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT;
ZONED C-2
ZONED C-2 ZONED C-2 THENCE ALONG A CURVE HEREBY KNOWN AS "C-2", TURNING TO THE LEFT WITH AN ARC LENGTH OF
243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
CHORD LENGTH OF 107.53', TO A POINT; THENCE S14°32'38"E A DISTANCE OF 125.48 FEET TO A POINT;
S 88°52'17"E 755
229.88' L3 THENCE S81°59'40"W A DISTANCE OF 300.99 FEET TO A POINT; THENCE N06°25'44"W A DISTANCE OF
182.84 FEET TO A POINT; THENCE N09°20'59"W A DISTANCE OF 56.74 FEET TO A POINT; THENCE
S 72
°03' °28'12" N09°20'32"W A DISTANCE OF 283.22 FEET TO A POINT; THENCE S72°03'42"E A DISTANCE OF 131.54
42" N 74 FEET TO A POINT; THENCE N74°28'12"E A DISTANCE OF 181.09 FEET TO A POINT; THENCE S88°52'17"E
E 09'
181.
745
131 750 A DISTANCE OF 229.88 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN
.5 4' 0 AREA OF 4.363 ACRES, MORE OR LESS.
74

TOGETHER WITH:
735
745 AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
740 ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT,
750 D R/W HENRY COUNTY, GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.471 ACRES,
MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES

PROPOSED GDOT REQUIRE
LANDING FAMILY PRACTICE BY ROLAND MCCANN, REGISTERED LAND SURVEYOR, DATED 5/14/02,
73
0 C- 5 REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

EXISTING R/W C- 1
73 BEGINNING AT A POINT PREVIOUSLY DESCRIBED AS "AE-1", LOCATED ON THE EXISTING WESTERLY

N 09°2
740 RIGHT-OF-WAY OF ROCK QUARRY ROAD, 490.97 FEET SOUTHERLY AS MEASURED ALONG SAID
RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF SAID RIGHT-OF-WAY LINE
WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE DEPARTING SAID

0'32"W
N/F RIGHT-OF-WAY S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT FEET TO A POINT; THENCE
745 ALONG A CURVE PREVIOUSLY DESCRIBED AS "C-2", TURNING TO THE LEFT, WITH AN ARC LENGTH OF
CITY OF STOCKBRIDGE
5 243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
DB 14392 PG 235 73
CHORD LENGTH OF 107.53' TO A POINT; THENCE ALONG A COMPOUND CURVE HEREBY KNOWN AS
ZONED C-2 "C-4", TURNING TO THE LEFT, WITH AN ARC LENGTH OF 70.47', WITH A RADIUS OF 60.00', BEING
750
SUBTENDED BY A CHORD BEARING OF N55°21'58"E, WITH A CHORD LENGTH OF 66.49' TO A POINT;
730 735 THENCE N81°43'48"E A DISTANCE OF 159.07 FEET TO A POINT ON THE EXISTING RIGHT-OF-WAY OF

283.22

ALTA/NSPS LAND TITLE SURVEY
TRACT A
ROCK QUARRY ROAD; THENCE NORTHWESTERLY ALONG A CURVE HEREBY KNOWN AS "C-3",
TURNING TO THE RIGHT WITH AN ARC LENGTH OF 60.00', WITH A RADIUS OF 1503.00', BEING
SUBTENDED BY A CHORD BEARING OF N08°19'12"W, WITH A CHORD LENGTH OF 60.00', TO A POINT,

STRUCTIO

IN LAND LOT 13, DISTRICT 6, HENRY COUNTY, GEORGIA
740 WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN AREA OF 0.471 ACRES, MORE OR LESS.

GDOT CON
735 750 LESS "TRACT A"
74
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
73
5 HENRY COUNTY, GEORGIA, AS SHOWN ON THAT CERTAIN SET OF GEORGIA DEPARTMENT OF
TRANSPORTATION (GDOT) PLANS FOR PROJECT NUMBER 0015090, TITLED "RIGHT OF WAY OF
PROPOSED ROCK QUARRY ROAD WIDENING HENRY COUNTY" APPROVED ON 06/16/2020 AND LAST
N C/L
730 L2 UPDATED ON 04/01/2022 MORE PARTICULARLY DESCRIBED AS FOLLOWS:
735
745 159.03' COMMENCING AT A POINT FORMED BY THE SOUTHERLY RIGHT-OF-WAY OF NORTH PARK TRAIL (60'
L1
AE-1
R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W); THENCE

FOR GMI 2, INC.
'48" ION C/L
S 81°43 TRUCT
ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
740 ONS
GDOT C BEGINNING; THENCE CONTINUING ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY ALONG A CURVE
75
C- 3 HEREBY KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF
735 1503.00', BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72',
735 TO A POINT HEREBY KNOWN AS "AE-1"; THENCE DEPARTING SAID RIGHT-OF-WAY S81°43'48"W A
DISTANCE OF 27.81 FEET TO A POINT ON THE PROPOSED WESTERLY RIGHT-OF-WAY OF ROCK
QUARRY ROAD; THENCE ALONG SAID PROPOSED WESTERLY RIGHT-OF-WAY N35°00'41"E A DISTANCE
745 OF 18.56 FEET TO A POINT; THENCE CONTINUING ALONG SAID PROPOSED RIGHT-OF-WAY ALONG A

N 09°2
CURVE TURNING TO THE RIGHT, WITH AN ARC LENGTH OF 227.15', A RADIUS OF 1,896.00', BEING
735
730 C- 2 SUBTENDED BY A CHORD BEARING OF N04°28'15"W, WITH A CHORD LENGTH OF 227.01' TO A POINT;
9.07' THENCE DEPARTING SAID PROPOSED RIGHT-OF-WAY S88°52'17"E A DISTANCE OF 18.37 FEET TO A

0'59"W
'4 8" E 15 POINT ON THE EXISTING RIGHT-OF-WAY OF ROCK QUARRY ROAD, SAID POINT BEING THE POINT OF
N 81°43
BEGINNING.
73
0 SAID LAND HAVING OR 0.090 ACRES, MORE OR LESS.
N/F
73
740 DIAZ INVESTMENT INC.

56.74'
4 DB 10879 PG 117
ZONED C-2
745

730
S 14 SCHEDULE B-II EXCEPTIONS
°32'3
73
0 8"E

N 06°25'4
735

182.84'
740

125.
4"W 745 48'
ORIGINAL PLAT DATE
05/03/2021
SCALE
N/F 1" = 40'
KILLEARN PROPERTIES INC DRAWN BY
OF GEORGIA
RCL/SJL
DB 8729 PG 319 CHECKED BY
ZONED C-2 73 JBP
300.99'
ORIGINAL FIELD DATE
'40"W
S 81°59 04/27/2021
CREW
N/F RL/AL
MANISH INC. FIELD BOOK
DB 3717 PG 253 FIELD SKETCH
ZONED C-2
JOB NO.
210145
DWG NO.
210145-RCL-A
SHEET
1 of 1
Engineering Division

July 12, 2024

Re: Water and Sewer Services - Availability
Proposed Development: Food Mart with Fuel Sales
Property Information: Off Rock Quarry Road, Parcel No. 032-01030012
LL 13; District 6; 4.36+/- acres
Zoning: C-2 (City of Stockbridge)
Sewer Basin: Walnut Creek
Watershed Basin: Big Cotton Indian Creek

TO WHOM IT MAY CONCERN:

You have requested that this Authority provide you with information concerning the present
availability of water and sewer services to the above-described property. This letter is being
provided for informational purposes only and will not act to reserve water capacity to you or the
property and will not create any liability to the Authority. The information contained in this letter
will remain in effect for a period of 365 days from the date of this letter unless subsequently
notified in writing by the Authority. The information provided herein is based upon the above-
stated zoning of the property. Any deviation in zoning that would increase density or usage above
that evaluated by the Authority will automatically void the information provided herein and will
require a separate re-evaluation by this Authority.

Water service is available to the property described above. A fire flow test calculated in the area
revealed the following data:

Static: 124 psi
Residual: 114 psi
Flow 1635 gpm
Calculated Flow @ 20 psi: 5790 gpm

As shown, these results are above the minimum adopted standards of 20 psi residual pressure at
1000 gpm for said proposed commercial development as established by the Henry County Board
of Commissioners.

Sewage treatment and sewer line capacity are presently available to the property.

The Authority provides water and sewer services where capacity is available on a first-come, first
served basis. Each customer, developer, and property owner must also comply with the rules,
regulations, and ordinances of the Authority.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
The Authority will reevaluate the availability of water and sewer services to the property at the
time that the development plans are submitted. If there are any additional requirements, or if water
or sewer capacity is not available, you will be notified in writing.

This letter was prepared with information submitted to HCWA on a Site Plan dated 06/10/2024
prepared by LJA.
Digitally signed
by Scott Sage, P.E.
Date: 2024.07.12
13:35:04 -04'00'
Scott Sage, P. E.
Engineering Division Manager
Henry County Water Authority
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
SPECIAL USE PERMIT CASE #SP-2024-01. Consideration of a Special Use Permit Request to allow a gas station and conven-
ience store on Parcel #032-01030012 on the west side of Rock Quarry Road, across from Hospital Drive. Applicant: GMI, 2 Inc.
Agent: Harold Buckley, Jr., Esq. of the Law Firm of Wilson, Brock & Irby. The property contains 4.26 +/- acres. The applicant pro-
poses to build a retail center having a convenience store, gas pumps, electric charging stations, and four tenant spaces. Original
staff recommendation--denial since the gas station distance requirement was not met. Revised staff recommendation—Approval
after a revised TX-2024-06 is approved by Council for a reduced distance requirement. Current recommendation—Deferral.

BACKGROUND INFORMATION:
September 19 PC Meeting—Board granted the applicant’s request for a 60-day deferral to allow
time to consider the gas station distance requirement. October 17 PC Meeting--Board recommend-
mended denial. The Staff also originally recommended denial since the distance requirement was
not met. But now, since Text Amendment Case #TX-2024-06 proposes to reduce the gas station
distance requirement to only 800 feet, the Staff recommends approval with conditions if TX-2024-
06 is first approved. Applicant submitted a letter for an indefinite deferral on 11/21/24.
APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
SP-2024-01 for PARCEL #032-01030012 ON ROCK QUARRY ROAD.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION:

DEFERRAL UNTIL TX-2024-06 IS FIRST APPROVED BY CITY COUNCIL.

Staff Signature

Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 032-01030012 Class C Owner GMI 2 INC Land $681,600
Property ROCK QUARRY Acreage 4.26 Address 1876 INDEPENDENCE Value:
Address RD SQUARE, STE D Building $0 Last 2 Sales
District City/Stockbridge DUNWOODY GA 30338 Value: Date Price Reason Qual
Misc $0 5/6/2022 $0 QUITCLAIM U
Value: 6/15/2006 $0 n/a U
Total $681,600
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 8/28/2024
Last Data Uploaded: 8/28/2024 11:54:39 AM

Developed by
HYDROLOGY REPORT
For Project:
Rock Quarry Road C-Store/Retail
Development
Located at
Rock Quarry Road & Hospital Drive
Stockbridge, Georgia 30281

GMI 2, Inc.
1876 Independence Square, Suite D
Dunwoody, Georgia 30338
(678) 458-5185

October 14, 2022
Prepared by:

755 Commerce Drive
Suite 800
Decatur, GA 30030
www.THECONTINEOGROUP.com
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
HYDROLOGY REPORT
Rock Quarry Road C-Store/Retail Development
Rock Quarry Road & Hospital Drive
Stockbridge, GA 30281

Table of Contents
Project Description ...................................................................................................................................................... 3
Methodology................................................................................................................................................................ 4
Existing Conditions Hydrologic Analysis ................................................................................................................... 5
Post-Developed Hydrologic Analysis ....................................................................................................................... 8
Data Summary ........................................................................................................................................................... 10
10% Downstream Analysis ........................................................................................................................................ 14
Erosion & Sedimentation Control Plan................................................................................................................... 15
Landscaping Plan...................................................................................................................................................... 15
Conclusion .................................................................................................................................................................. 15
APPENDIX .................................................................................................................................................................... 16

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 2
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
HYDROLOGY REPORT
Rock Quarry Road C-Store/Retail Development
Rock Quarry Road & Hospital Drive
Stockbridge, GA 30281

Project Description

The proposed development is located at Rock Quarry Road and Hospital Drive, Stockbridge, GA 30281. The
vicinity map below delineates the approximate location of the development within the City of Stockbridge. The
4.363-acre property has approximately 4.2-acres of disturbance. The project site will be developed as a
convenience store/retail building that includes parking, drive aisles, utilities, and stormwater facilities. A future
phase for the project site will include a medical office building and all related facilities.

This report is to demonstrate that the proposed extended dry detention system and other stormwater
management practices designed for the development have enough capacity to retain stormwater without
causing any negative effect on downstream drainage. Stormwater is designed to reach the detention pond
through a series of curb inlets and pipes. The calculations consist of analysis of peak flow rates between pre-
developed and post-developed basins. Please refer to corresponding sections for details in this report.

SITE

Figure 1. Vicinity Map

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 3
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Methodology

The purpose of this study is to evaluate the hydrologic conditions of the existing site as it impacts the
development. To have a better understanding of its impact, there are several methods or tools conducted in this
study:

Rainfall Intensity data for project site was obtained from NOAA Atlas 14. The data from Point Precipitation
Frequency Estimates with 24-hour duration was then utilized in Hydraflow Hydrographs for peak flow rate
calculations. For more details, please reference the NOAA Rainfall Report in the Appendix.

The time of concentration (TC) is defined as the time needed for water to flow from the most remote point in a
watershed to the outlet of a watershed, and acts as a function of the topography, geology, and land use within
the watershed. The time of concentration for each basin is calculated using TR-55 Method by summing all travel
times for both sheet flow and shallow concentrated flow. The minimum value of time of concentration is
assumed to be 6 minutes.

The SCS Method was used for analysis of the existing and proposed conditions by calculating SCS Curve Number
based on land cover conditions. Hydraflow Hydrographs 2023 from Autodesk’s AutoCAD Civil 3D, a computer
software program was used to develop time of concentrations for the studied basins, generate and route
hydrographs for this study. The program was utilized the SCS Method to model all rainfall events for the both
pre-developed and post-developed sites by analyzing hydrologic data with a 2-minute time interval, a Type II
Storm Distribution, and a Shape Factor of 484.

Figure 1

Pre-Developed vs. Post-Developed Basins

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 4
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Existing Conditions Hydrologic Analysis

The purpose of the following study is to evaluate the current hydrologic conditions of the existing site as it would
have flowed prior to any development. The existing property consists of 4.363 acres of land, with none of the
site being existing impervious. Prior to construction, the CN for the overall site is 55 as an undeveloped site.

Rainfall Intensity data for this job site was utilized for the 24-hour Precipitation events, as provided on the
National Weather Service NOAA website, which corresponds to 3.32 inches for the 1-year storm event, 3.78
inches for the 2-year storm event, 4.58 inches for the 5-year event, 5.27 inches for the 10-year, 6.27 inches for
the 25-year, 7.08 inches for the 50-year, and 7.93 inches for the 100-year storm event.

Site

Figure 2. Aerial Image

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 5
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
The TR55 method was utilized for determining the Time of Concentration for each basin of the site. This includes
both the pre-developed and post-developed conditions. A minimum TC of 6 minutes should be utilized for
stormwater discharge models.

Hydrographs Number 1, 2, 3, and 4 (Pre-Developed Basins A, B, C, and D) illustrates the existing conditions for
the lot, as seen in the basin map below. The basins drain via overland flow in all directions exiting the site. See
each basin and their respective impervious and pervious areas, and curve numbers below.

Pre-Developed Basin A
Total Area 4.36-AC Hydrograph #1 (Pre-Developed Basin A):
Pervious Area 4.36-AC It illustrates the existing conditions for the site.
Currently this basin is considered an undeveloped
Impervious Area 0.00-AC
site with its CN of 55 (Woods, good condition).
CN Value 55
Time of Concentration 18.8-min

Pre-Developed Basin B
Total Area 1.00-AC Hydrograph #2 (Pre-Developed Basin B):
Pervious Area 0.65-AC It illustrates the existing conditions for the offsite
area adjacent to the site that will flow through the
Impervious Area 0.35-AC
site and into the proposed pond. Currently this
CN Value 74 basin is considered a partially developed site with
Time of Concentration 6.0-min its CN of 74.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 6
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
The pre-developed drainage basins and flow paths are shown on the diagram below.

Figure 3. Pre-Developed Basin Map
(See appendix for more legible copy)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 7
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Post-Developed Hydrologic Analysis

The purpose of the following study is to evaluate the hydrologic conditions of the proposed site as it will flow
after development is completed. The proposed development involves the construction of one proposed
structure, with associated parking, utilities, and stormwater conveyances. The site will consist of two post
development basins. One basin will pass through an on-site stormwater management system, and another basin
consists of water flowing from off-site through the site to the proposed detention pond.

Hydrographs number 5 and 6 (Post-Dev A and B) illustrate the post developed conditions for the site.
Hydrograph numbers 7 and 8 represent the pond, pools, and flow combinations and are explained accordingly
below.

Post-Developed Basin A Hydrograph #5: Basin A consists of the project site,
Total Area 4.36-AC including the proposed building, parking spaces,
Pervious Area 2.40-AC drive aisles, and landscape areas. All stormwater is
Impervious Area 1.96-AC captured via curb inlets and roof drains and then
CN Average 78 routed into the detention pond, which utilizes the
Time of Concentration 18.8-min bottom 2’ of the pond as a micropool.

Post-Developed Basin B Hydrographs #6: Basin B consists of the offsite area
Total Area 1.00-AC adjacent to the site boundary. Water flows from Rock
Pervious Area 0.60-AC Quarry Road and Hospital Drive to an existing double
Impervious Area 0.40-AC wing catch basin at the end of the existing cul-de-sac.
CN Average 76 From there, water is discharged from a headwall and
Time of Concentration 6-min flows via sheet flow to the proposed detention pond.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 8
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
The post-developed drainage basins and flow paths are shown on the diagram below.

Figure 4. Post-Developed Basin Map
(See appendix for more legible copy)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 9
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Data Summary

The table below summarizes flow, flow reduction, and elevations for the entire site for each storm event
between the pre-developed and post-developed basins. The data from the table (Study 1) comes from
Hydrograph #3 (total pre-developed flow), and #8 (total post-routed flow). All results indicate that peak flow
rates are reduced for each storm event with return period between 1 to 100-year.

Summary of Hydrograph Results
Summary of Flow to Point of Study 1 (POS-A)
Storm Pre-Development Post-Development Flow Reduction Percent Elevation
Event (cfs) w/ Detention (cfs) (cfs) Reduction (ft)
1-Year 0.968 0.000 0.968 100.0% 730.51
2-Year 1.791 0.000 1.791 100.0% 731.15
5-Year 5.454 0.000 5.454 100.0% 732.36
10-Year 6.409 0.000 6.409 100.0% 732.62
25-Year 9.843 0.000 9.843 100.0% 733.49
50-Year 12.88 0.277 12.60 97.8% 734.18
100-Year 15.87 0.539 15.33 96.6% 734.79

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 10
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
Water Quality (WQv)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 11
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
Channel Protection (CPv)
Channel Protection shall be provided as extended detention of the 1-year, 24-hour storm event releases over a
period of 24 hours to protect downstream channel from exceeding critical erosive velocities and flow volumes.
Per the hydrograph analysis, channel protection volume (CPV) was provided the detention pond designed to
meet requirement of extended detention for the 1-year, 24-hour storm event volume.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 12
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP
Overbank Flood Protection (QP25)
Overbank flood protection shall be provided to control post-development peak discharge rate is less than pre-
development peak discharge rate for the 25-year, 24-hour return frequency storm event. This standard is met
because hydrograph analysis illustrates post-development peak discharge rate, which is 0 cfs, is 9.843 cfs less
than the pre-developed peak discharge rate.

Extreme Flood Protection (Qf)
Extreme flood protection shall be provided to manage the impact of the extreme storm event through
detention controls and/or to maintain the existing 100-year floodplain. On this project, the detention pond is
designed to control the 100-year, 24-hour rainfall event peak discharge flow Qf via the outlet control structure
without negatively impacting downstream.

Total Suspended Solids (TSS) Removal
The TSS have been calculated according to the Georgia Stormwater Management Manual – Stormwater
Quality Site Development Review Tool. Using the stormwater pond, the required 80% TSS removal is achieved.
Calculations and complete spreadsheet are shown in appendix of this report.

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 13
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

10% Downstream Analysis

Hydrograph #10 denotes the total area for the 10% downstream analysis outside of the site. Hydrographs #11
(PRE DN) and #12 (POST DN) denote combined area of site and downstream, including the pre-developed and
post-developed events respectively. This downstream analysis represents that the site is 10% of total
downstream area and demonstrates that the development will not negatively impact downstream runoff, as
shown in the table below.
Table 10. Storm Event Summary for 10% Downstream Analysis
Pre-Developed Flow Post-Developed Flow Flow Reduction (cfs) Percent Reduction
Storm
Event (cfs) (cfs)
1-Year 27.29 26.32 0.97 3.6%
2-Year 45.87 44.08 1.79 3.9%
5-Year 89.55 84.10 5.45 6.1%
10-Year 99.95 93.54 6.41 6.4%
25-Year 136.11 126.27 9.84 7.2%
50-Year 166.95 154.05 12.90 7.7%
100-Year 196.43 180.56 15.87 8.1%
The 10% downstream Basin Map is shown as below:

Site

Figure 5. Designed Post-Developed Basin Map
(See appendix for more legible copy)

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 14
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

Erosion & Sedimentation Control Plan

The project site has been designed to utilize a wide range of erosion and sedimentation control practices per
standards and specifications in the Manual for Erosion and Sediment Control in Georgia. Those practices include:
• Construction exit will be placed at the point where vehicular traffic leaving the project site onto a
public street in order to reduce or eliminate transportation of soils from construction.
• Silt fence and inlet protection will be used to retain excess sediment by reducing the velocity of sheet
flows.
• Inlet sediment trap will be used to prevent sediment from entering a drainage system prior to
permanent stabilization.
• Mulching, temporary, and permanent seeding around disturbed areas to stabilize and minimize erosion
and sediment impact during construction.
• Temporary sediment traps to allow sediment to settle out of stormwater before it discharges offsite.

Landscaping Plan

The site design incorporates a detailed planting schedule, and a plan outlining the use of such planting, along
with the exact type species, size, and count for other plantings to be installed on site. This plan from the
landscape architect is in the construction set of plans. For specific landscaping guidelines for the proposed
stormwater facilities, the contractor will refer to Appendix D of the GSMM. Henry County is in USDA Zone 7b.
Section D.4.2 contains landscaping guidelines for bioretention areas. Section 5 in Appendix D contains the
Georgia Native plant list for use with stormwater facilities.

Conclusion

This report illustrates that the proposed wet extended detention basin should act as functional stormwater
management systems for this project site. The routed stormwater will leave the project site at a lower rate than
its pre-development discharge rate in 24-hour storm events with return periods from 1-year to 100-year.

Should you have any additional questions, please feel free to contact us at your best convenience.

Respectfully,

Ron T. Crump, PE

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 15
Rock Quarry Road C-Store/Retail Development
Project #: 21-409
October 14, 2022
CONTINEO GROUP

APPENDIX

755 Commerce Drive | Suite 800 | DECATUR | GEORGIA | 30030 | 404.457.3919 | WWW.THECONTINEOGROUP.COM Page | 16
N/F
OVADJE, LEO
DB 9531 PG 188
ZONED C-2

0 30' 60' 10/14/22

N/F PaE

CONTINEO GROUP
ZIEGLER-GEORGIA 6 LLC
N/F
DB 8820 PG 251 755 COMMERCE DRIVE
SAK PARTNERS LLC
ZONED C-2
SUITE 800
DB 5504 PG 185
ZONED C-2
CeC DECATUR, GA 30030

404.457.3919

www.tcg.engineer

SS SS

SS

RRY ROAD
SS

ROCK QUA

GMI 2, INC.
(100' R/W) IT: 45 MPH
SS

EED LIM

POSTED SP
SS

CeC

SS
TS
N/F
CITY OF STOCKBRIDGE
DB 14392 PG 235 PaE
ZONED C-2
SS

SS

ROCK QUARRY ROAD
SS SS SS SS SS SS SS
SS
SS

CONSTRUCTION
SS
SS
SS
SS

C-STORE/RETAIL
IVE
S P I TAL DR S)
HO VARIE mph)

DEVELOPMENT
(R/W ed limit: 25
d spe
(poste

N/F
DIAZ INVESTMENT INC.
DB 10879 PG 117
ZONED C-2

N/F
KILLEARN
PROPERTIES INC
OF GEORGIA
DB 8729 PG 319
ZONED C-2

N/F CeC
MANISH INC.
DB 3717 PG 253
ZONED C-2

PRE DEVELOPED
PaE BASIN MAP

PRE
N/F
OVADJE, LEO
DB 9531 PG 188
ZONED C-2

10/14/22
0 30' 60'

N/F

CONTINEO GROUP
ZIEGLER-GEORGIA 6 LLC
N/F
DB 8820 PG 251 755 COMMERCE DRIVE
SAK PARTNERS LLC
ZONED C-2
SUITE 800
DB 5504 PG 185
ZONED C-2
D DECATUR, GA 30030

404.457.3919

www.tcg.engineer
FUEL

SS SS

UGE&T

FUEL

M M

GM GAS GAS
SS
FUEL

D UGE&T M M

FUEL

RRY ROAD
SS
PM UGE
WM W

ROCK QUA
SS UGE&T
FUEL

GMI 2, INC.
(100' R/W) IT: 45 MPH
SS

FUEL

UGE
SS
UGE&T

EED LIM
PROPOSED

POSTED SP
MEDICAL SS SS
FUEL
OFFICE

UG
WM
GM PM

SS

W W W
N/F UG GAS
T UGE UGE UGE
CITY OF STOCKBRIDGE SS
GAS W
DB 14392 PG 235 W GAS GAS GAS W
ZONED C-2 W W
SS

SS

ROCK QUARRY ROAD
SS SS SS SS SS SS SS
SS
SS

CONSTRUCTION
SS
SS
SS
SS

20' EX DE

C-STORE/RETAIL
IVE
S P I TAL DR S)
HO VARIE mph)

DEVELOPMENT
(R/W ed limit: 25
d spe
(poste

N/F
DIAZ INVESTMENT INC.
D DB 10879 PG 117
O SE ZONED C-2
R OP ICA
P ED ICE
M FF

20' B
SL

N/F
KILLEARN
PROPERTIES INC
OF GEORGIA
DB 8729 PG 319
ZONED C-2
20' EX DE

N/F
MANISH INC.
DB 3717 PG 253
ZONED C-2

POST
DEVELOPED
BASIN MAP
POST
10/14/22
0 100' 200'

CONTINEO GROUP
755 COMMERCE DRIVE

SUITE 800

DECATUR, GA 30030

404.457.3919

www.tcg.engineer

DISCHARGE TO
RUM CREEK

GMI 2, INC.

<< R/W PIPE CROSSING

TOTAL AREA ROCK QUARRY ROAD

CONSTRUCTION

±43.5 AC
<< C-STORE/RETAIL

<< DEVELOPMENT

DISCHARGE TO
RUM CREEK
TRIBUTARY
<< N/F
OVADJE, LEO
DB 9531 PG 188
ZONED C-2

N/F
N/F ZIEGLER-GEORGIA 6 LLC
SAK PARTNERS LLC DB 8820 PG 251
DB 5504 PG 185 ZONED C-2
ZONED C-2

FUEL
M M

GM

M M

UGE&T
SS

ROAD
PM

WM

ROCK QUARRY)

FUEL
(100' R/W
MPH

ED LIMIT: 45
PROPOSED
MEDICAL

POSTED SPE
OFFICE

UGE
WM
GM PM

N/F
CITY OF STOCKBRIDGE W SS
DB 14392 PG 235 T UGE
ZONED C-2
GAS
SS
SS
SS

AL DRIV
HOSPITVARIES) h)
(R/W d limit: 25 mp
spee
(posted

N/F
DIAZ INVESTMENT INC.
ED DB 10879 PG 117
OS
OP AL
ZONED C-2
PR EDIC CE
M FFI

20' B
SL

N/F
KILLEARN
PROPERTIES INC

HYDRO -
OF GEORGIA
DB 8729 PG 319
ZONED C-2

N/F
MANISH INC.
DB 3717 PG 253
ZONED C-2
DOWNSTREAM

10%
POND: Proposed Detention Pond
Water Quality Volume Design
Impervious Area = 1.96 Acres

Pervious Area = 2.40 Acres

Total Pond Drainage Area (A) = 4.36 Acres

Total Percent Impervious (I) = 45.0%

First Flush Rain Storm Event (FF) = 1.2 inches

RV = 0.05 + (I) x 0.009 RV = 0.45
where (I) is expressed as a whole number

WQR = FF x RV WQR = 0.55

WQV = WQR / 12 x A WQV = 0.20 Ac.Ft.

Required WQ Volume (WQV) = 8,634 Cu.Ft.

Water Quality Orifice Design
Draw Down Time (t) = 24 hours

QALLOW = WQV / t (in seconds) QALLOW = 0.10 cfs

Total Head (h) = 1.80 feet

Orifice Diameter Coefficient (Cd) = 0.60
where (Cd) is typically 0.6, but may be adjusted for non-standard orifices

Orifice equation: QALLOW = Cd x AO x (2 x g x h/2) 0.5
where (g) is gravity expressed as 32.2 ft/s
the average head method is used by calculating Total Head divided by 2
and AO is the Area of the Orifice and converted from square feet to square inches

AO = QALLOW / Cd x (2 x g x h/2) 0.5 AO = 3.15 sq.in.

Circular Orifice Diameter is calculated as = 2.00 inches

Round Down to next lower orifice size = 0.25", 0.5", 0.75", 1.0", 1.25", 1.5", 1.75", 2.0", 2.5", 3.0", 3.5", 4.0", etc.

Water Quality Orifice Elevation
Elevation of Water Quality Orifice Location = 921.00
POND: Proposed Detention Pond
Channel Protection Volume Design
CN value for Impervious Area = 98

CN value for Pervious Area = 61

1-yr 24-hour Rainfall (P) = 3.32 inches
Total Pond Drainage Area (A) = 4.36 Acres

Runoff Curve Number (CN) = 78

S = (1,000 / CN) - 10 S= 2.88

Q = (P - 0.2 S)2 / (P + 0.8 S) Q= 1.34 inches

CPV = Q / 12 x A CPV = 0.49 Ac.Ft.

Required CP Volume (CPV) = 21,182 Cu.Ft.

Total Volume Stacking Reduction
Allowable Reduction (between 0% to 50%) 50%

CPV Reduction based on WQV Stacking = 4,317 Cu.Ft.
Reduced WQV Elevation = 923.15 feet

Reduced Required CP Volume (CPV) = 16,866 Cu.Ft.

TOTAL WQV & CPV Volume Required = 25,499 Cu.Ft.

Channel Protection Orifice Design
Draw Down Time (t) = 24 hours

QALLOW = Total Volume / t (in seconds) QALLOW = 0.30 cfs

Total Head (h) = 1.3 feet

Orrifice Diameter Coefficient (Cd) = 0.60
where (Cd) is typically 0.6, but may be adjusted for non-standard orifices

Orifice equation: QALLOW = Cd x AO x (2 x g x h/2) 0.5
where (g) is gravity expressed as 32.2 ft/s
the average head method is used by calculating Total Head divided by 2
and AO is the Area of the Orifice and converted from square feet to square inches

AO = QALLOW / Cd x (2 x g x h/2)
0.5
AO = 11.07 sq.in.

Circular Orifice Diameter is calculated as = 3.75 inches

Round Down to next lower orifice size = 0.25", 0.5", 0.75", 1.0", 1.25", 1.5", 1.75", 2.0", 2.5", 3.0", 3.5", 4.0", etc.
POND: Proposed Detention Pond
Pond Storage Data
Bottom of Pond Elevation Inside Pond = 729.00
Top of Pond Berm Elevation (Highest Point) = 735.00

Bottom of Berm Elevation Outside Pond (Low Point) = 730.00
NOTE: This should be the point at which the Berm slope ends, and not to the bottom of a slope after the Berm

Total Depth of Pond (Bottom to Berm) = 6.00

Total Height of Pond Berm (Outside of Pond) = 5.00
NOTE: The Dam's Act governs ALL ponds whose Berm exceeds 25-ft in Total Height

Top of 100-Yr Storm Water Storage Elevation = 734.98

Stage Storage Contour Inveral at = 1 Ft. Hydrograph

Channel Protection Orifice Elevation
Required WQ Volume (WQV) = 8,634 Cu.Ft.
Nearest Contour Elevation Below Volume = 732
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at that Contour Elevation = 3,824 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at Contour Elevation Above VC = 7,219 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Elevation of Channel Protection Orifice Location = 733.42

Storm Event Detention System Weir Elevation
TOTAL WQV & CPV Volume Required = 25,499 Cu.Ft.
Nearest Contour Elevation Below Volume = 734
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at that Contour Elevation = 11,875 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Cumulative Volume at Contour Elevation Above VC = 17,993 Cu.Ft.
Obtain information from Pond Stage Storage Data from Hydroflow model, AutoCAD, or design

Elevation to Start Detention Weir System Location = 736.23
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool
Version 2.2
General Information
Name of Developer: GMI 2, Inc. Date Submitted: 10/14/2022
Development Name: Rock Quarry Road C-Store/Retail Permit Number:
Site Location / Address: Rock Quarry Road & Hospital Drive Developer Contact: Sunny Mehta
Stockbridge, GA 30281 Phone Number: (678) 458-5185
Name of Engineer(s): Erick Garcia - Salas
Development Type: Commercial/Retail Maintenance Responsibility: GMI 2, Inc.

Site Summary
Total Pre-Development Area (ac): 5.36
Total Suspended Solids (TSS) Removal
Total Post-Development Area (ac): 5.36
100%
Total Treated Area (ac): 5.58
Total Untreated Area (ac): -0.22 80%

TSS Reduction
I (ac) P (ac) CA (ac) 60%
POS-A DB 1 1.96 2.40 0.00
POS-B DB 2 0.40 0.60 0.00 40%
Drainage Basin 3 DB 3 0.00 0.00 0.00
Drainage Basin 4 DB 4 0.00 0.00 0.00 20%
Drainage Basin 5 DB 5 0.00 0.00 0.00 89% 80% 0% 0% 0% 0% 0% 0% 0% 0%
Drainage Basin 6 DB 6 0.00 0.00 0.00 0%
Drainage Basin 7 DB 7 0.00 0.00 0.00 DB 1 DB 2 DB 3 DB 4 DB 5 DB 6 DB 7 DB 8 DB 9 DB 10
Drainage Basin 8 DB 8 0.00 0.00 0.00
Runoff Reduction (RR)
Drainage Basin 9 DB 9 0.00 0.00 0.00
100%
Drainage Basin 10 DB 10 0.00 0.00 0.00
90%
TOTAL 2.36 3.00 0.00
80%
I = Impervious Area, P = Pervious Area, CA = Conservation Area

% RR Target Met
70%
60%
Target Runoff Reduction Volume Achieved? No 50%
Target TSS Removal Achieved? Yes 40%
30%
Total Target Runoff Reduction Volume (cf) 10,420 20%
Runoff Reduction Volume Achieved (cf) 0 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Total Target Water Quality Volume (cf) 10,420 0%
% TSS Removal Achieved 88% DB 1 DB 2 DB 3 DB 4 DB 5 DB 6 DB 7 DB 8 DB 9 DB 10

Official Use Only
Tracking #: Conditions of Approval:
Reviewed By:
Date Approved:
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-A calculation cells
constant values

Site Data
Indicate Pre-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG* A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Woods - Good Condition 30 4.36 55 70 77 4.36 100%
Impervious 98 98 98 98 0.00 0%
Open space - Good condition (grass cover > 75%) 39 61 74 80 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Other 0.00 0%
Total 0.00 4.36 0.00 0.00 4.36 100%
*HSG = hydrologic soil group Impervious (ac) 0.00
Weighted CN 55
Potential Max Soil Retention, Spre (in) 8.18

Indicate Post-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Open space - Good condition (grass cover > 75%) 39 2.40 61 74 80 2.40 55%
Impervious 98 1.96 98 98 98 1.96 45%
Woods - Good Condition 30 55 70 77 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Gravel 0.00 0%
Total 0.00 4.36 0.00 0.00 4.36 100%
Impervious (ac) 1.96
Rv 0.45
Weighted CN 78
Potential Max Soil Retention, Spost (in) 2.88

Conservation Area Credits
Scenario 1: Natural Conservation Area *See the GSMM Volume 2, Section 2.3.3.3 for more information. Scenario 3: Soil Restoration *See the GSMM Volume 2, Section 4.23 for more information.

Check the box if a portion of the post-developed area is protected by a conservation easement or equivalent form of Check the box if a portion of the post-developed area employs soil restoration and is protected by a
protection. conservation easement or equivalent form of protection.

Area (ac) of development protected by a conservation easement or Note: The green cell will unlock if the Scenario 1 Area (ac) of development with restored soils and protected by a conservation Note: The green cell will unlock if the Scenario
equivalent form of protection. box above is checked easement or equivalent form of protection. 3 box above is checked

*See the GSMM Volume 2, Section 4.22 and 4.23 for
Scenario 2: Site Reforestation/Revegetation *See the GSMM Volume 2, Section 4.22 for more information. Scenario 4: Site Reforestation/Revegetation & Soil Restoration
more information.

Check the box if a portion of the post-developed area employs site reforestation/revegetation and is protected by a Check the box if the same portion of the post-developed area employs site reforestation/revegetation and
conservation easement or equivalent form of protection. soil restoration, and is protected by a conservation easement or equivalent form of protection.

Area (ac) of development reforested/revegetated and protected by a Note: The green cell will unlock if the Scenario 2 Area (ac) with restored soils in a reforested & revegetated area and protected Note: The green cell will unlock if the Scenario
conservation easement or equivalent form of protection. box above is checked by a conservation easement or equivalent form of protection. 4 box above is checked

Total Conservation Area Credit (acres) 0.00
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-A calculation cells
constant values

WaterSite DataGoals
Quality

Target Runoff Reduction Storm (in) 1.20 Total Site Area for Water Quality Volume (acres) 4.36
Target Runoff Reduction Volume (cf) 8,634
Target Water Quality Volume (cf) 8,634

Select BMPs for Runoff Reduction and Water Quality

Area Draining to Each BMP Runoff Reduction Calculations WQ Calculations
RR Conveyance
Storage Volume
Volume
On-site Provided by Down-stream Total RR
On-site Provided by RR Volume RR Volume from Remaining WQv from Effective
Impervious Offsite Area BMP BMP Volume Runoff RR Achieved
Pervious Area BMP from Direct Upstream RR Volume Direct TSS
Area (acres) (cf) Received by Reduction % (cf)
(acres) (cf) Drainage (cf) Practices (cf) (cf) Drainage (cf) Removal %
(acres) BMP (cf)

BMP 1 Gravity (oil-grit) Separator 0.22 910 BMP 2 910 0 910 0% 0 910 910 40%

BMP 2 Stormwater Pond 2.40 1.96 52,792 8,634 910 9,544 0% 0 9,544 8,634 80%

BMP 3 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 4 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 5 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 6 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 7 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 8 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 9 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 10 Select a BMP… 0 0 0 N/A 0 0 0 N/A

TOTAL 2.40 2.18 0.00 9,544 0 9,544
UNTREATED AREA (acres) 0.00 0.00

Target Runoff Reduction Volume (cf) 8,634
Target Achieved? No
Remaining Runoff Reduction Volume (cf) 8,634

Target Water Quality Volume (cf) 8,634
% TSS Removal Achieved 89%
Target Achieved? Yes!
Remaining TSS Removal % 0%

Channel and Flood Protection Calculations

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Target Rainfall Event (in) 3.32 3.78 6.27 7.93

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-A calculation cells
constant values

Pre-Development Runoff Volume (in) 0.29 0.45 1.68 Site
2.74Data
Post Development Runoff Volume (in) with no BMPs 1.34 1.69 3.78 5.28
Post-Development Runoff Volume (in) with BMPs 1.34 1.69 3.78 5.28
Adjusted CN 78 78 78 78

*See Stormwater Management Standards to Determine Detention Requirements.

Comments
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-B calculation cells
constant values

Site Data
Indicate Pre-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG* A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Open space - Good condition (grass cover > 75%) 39 0.65 61 74 80 0.65 65%
Impervious 98 0.35 98 98 98 0.35 35%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Other 0.00 0%
Total 0.00 1.00 0.00 0.00 1.00 100%
*HSG = hydrologic soil group Impervious (ac) 0.35
Weighted CN 74
Potential Max Soil Retention, Spre (in) 3.52

Indicate Post-Development Land Cover and Runoff Curve Numbers in the Site's Disturbed Area
HSG A HSG C HSG D
Cover Type CN HSG B (acres) CN CN CN Total % Cover
(acres) (acres) (acres)
Open space - Good condition (grass cover > 75%) 39 0.60 61 74 80 0.60 60%
Impervious 98 0.40 98 98 98 0.40 40%
Woods - Good Condition 30 55 70 77 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Select a land cover type… 0 0 0 0 0.00 0%
Local Jurisdiction Input 0.00 0%
Other 0.00 0%
Total 0.00 1.00 0.00 0.00 1.00 100%
Impervious (ac) 0.40
Rv 0.41
Weighted CN 76
Potential Max Soil Retention, Spost (in) 3.19

Conservation Area Credits
Scenario 1: Natural Conservation Area *See the GSMM Volume 2, Section 2.3.3.3 for more information. Scenario 3: Soil Restoration *See the GSMM Volume 2, Section 4.23 for more information.

Check the box if a portion of the post-developed area is protected by a conservation easement or equivalent form of Check the box if a portion of the post-developed area employs soil restoration and is protected by a
protection. conservation easement or equivalent form of protection.

Area (ac) of development protected by a conservation easement or Note: The green cell will unlock if the Scenario 1 box Area (ac) of development with restored soils and protected by a conservation Note: The green cell will unlock if the Scenario
equivalent form of protection. above is checked easement or equivalent form of protection. 3 box above is checked

*See the GSMM Volume 2, Section 4.22 and 4.23 for
Scenario 2: Site Reforestation/Revegetation *See the GSMM Volume 2, Section 4.22 for more information. Scenario 4: Site Reforestation/Revegetation & Soil Restoration
more information.

Check the box if a portion of the post-developed area employs site reforestation/revegetation and is protected by a Check the box if the same portion of the post-developed area employs site reforestation/revegetation and
conservation easement or equivalent form of protection. soil restoration, and is protected by a conservation easement or equivalent form of protection.

Area (ac) of development reforested/revegetated and protected by a Note: The green cell will unlock if the Scenario 2 box Area (ac) with restored soils in a reforested & revegetated area and protected Note: The green cell will unlock if the Scenario
above is checked by a conservation easement or equivalent form of protection. 4 box above is checked
conservation easement or equivalent form of protection.

Total Conservation Area Credit (acres) 0.00
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-B calculation cells
constant values

WaterSite DataGoals
Quality

Target Runoff Reduction Storm (in) 1.20 Total Site Area for Water Quality Volume (acres) 1.00
Target Runoff Reduction Volume (cf) 1,786
Target Water Quality Volume (cf) 1,786

Select BMPs for Runoff Reduction and Water Quality

Area Draining to Each BMP Runoff Reduction Calculations WQ Calculations
RR Conveyance
Storage Volume
Volume
On-site Provided by Down-stream Total RR
On-site Provided by RR Volume RR Volume from Remaining WQv from Effective
Impervious Offsite Area BMP BMP Volume Runoff RR Achieved
Pervious Area BMP from Direct Upstream RR Volume Direct TSS
Area (acres) (cf) Received by Reduction % (cf)
(acres) (cf) Drainage (cf) Practices (cf) (cf) Drainage (cf) Removal %
(acres) BMP (cf)

BMP 1 Stormwater Pond 0.60 0.40 52,792 1,786 0 1,786 0% 0 1,786 1,786 80%

BMP 2 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 3 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 4 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 5 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 6 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 7 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 8 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 9 Select a BMP… 0 0 0 N/A 0 0 0 N/A

BMP 10 Select a BMP… 0 0 0 N/A 0 0 0 N/A
TOTAL 0.60 0.40 0.00 1,786 0 1,786
UNTREATED AREA (acres) 0.00 0.00

Target Runoff Reduction Volume (cf) 1,786
Target Achieved? No
Remaining Runoff Reduction Volume (cf) 1,786

Target Water Quality Volume (cf) 1,786
% TSS Removal Achieved 80%
Target Achieved? Yes!
Remaining TSS Removal % 0%
Georgia Stormwater Management Manual
Stormwater Quality Site Development Review Tool, v2.2
Development Name: Rock Quarry Road C-Store/Retail Devt data input cells
Drainage Basin Name: POS-B calculation cells
constant values

Site
Channel and Flood Data
Protection Calculations

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Target Rainfall Event (in) 3.32 3.78 6.27 7.93

1-yr, 24-hr 2-yr, 24-hr 25-yr, 24-hr 100-yr, 24-hr
storm storm storm storm
Pre-Development Runoff Volume (in) 1.11 1.43 3.41 4.86
Post Development Runoff Volume (in) with no BMPs 1.22 1.56 3.59 5.07
Post-Development Runoff Volume (in) with BMPs 1.22 1.56 3.59 5.07
Adjusted CN 76 76 76 76

*See Stormwater Management Standards to Determine Detention Requirements.

Comments
Soil Map—Clayton, Fayette, and Henry Counties, Georgia

84° 14' 0'' W 84° 13' 44'' W

756980 757020 757060 757100 757140 757180 757220 757260 757300 757340
33° 30' 45'' N 33° 30' 45'' N

3711540

3711540

3711500

3711500

3711460

3711460

3711420

3711420

3711380

3711380

3711340

3711340

3711300 Soil Map may not be valid at this scale.

33° 30' 37'' N 3711300 33° 30' 37'' N

756980 757020 757060 757100 757140 757180 757220 757260 757300 757340 757380

84° 14' 0'' W 84° 13' 44'' W
Map Scale: 1:1,850 if printed on A landscape (11" x 8.5") sheet.
Meters
N 0 25 50 100 150
Feet
0 50 100 200 300
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84

Natural Resources Web Soil Survey 11/10/2021
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—Clayton, Fayette, and Henry Counties, Georgia

MAP LEGEND MAP INFORMATION
Area of Interest (AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI) 1:20,000.
Stony Spot
Soils Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement. The maps do not show the small areas of
Soil Map Unit Points
Special Line Features
contrasting soils that could have been shown at a more detailed
Special Point Features scale.
Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
Transportation
Clay Spot Source of Map: Natural Resources Conservation Service
Rails
Closed Depression
Web Soil Survey URL:
Interstate Highways Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
Landfill
Local Roads Albers equal-area conic projection, should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: Clayton, Fayette, and Henry Counties,
Miscellaneous Water Georgia
Perennial Water
Survey Area Data: Version 15, Sep 13, 2021

Rock Outcrop
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: May 5, 2019—Jun
Sandy Spot 26, 2019
Severely Eroded Spot The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Sinkhole
imagery displayed on these maps. As a result, some minor
Slide or Slip shifting of map unit boundaries may be evident.

Sodic Spot

Natural Resources Web Soil Survey 11/10/2021
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Clayton, Fayette, and Henry Counties, Georgia

Map Unit Legend

Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI

CeC Cecil sandy loam, 6 to 10 5.1 49.8%
percent slopes
PaE Pacolet sandy loam, 10 to 25 2.2 21.2%
percent slopes
TS Toccoa sandy loam, 0 to 2 3.0 29.1%
percent slopes, frequently
flooded
Totals for Area of Interest 10.3 100.0%

Natural Resources Web Soil Survey 11/10/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3
11/10/21, 8:59 AM Precipitation Frequency Data Server

NOAA Atlas 14, Volume 9, Version 2
Location name: Stockbridge, Georgia, USA*
Latitude: 33.5111°, Longitude: -84.2305°
Elevation: 746.14 ft**
* source: ESRI Maps
** source: USGS

POINT PRECIPITATION FREQUENCY ESTIMATES
Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale
Unruh, Michael Yekta, Geoffery Bonnin

NOAA, National Weather Service, Silver Spring, Maryland

PF_tabular | PF_graphical | Maps_&_aerials

PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval (years)
Duration
1 2 5 10 25 50 100 200 500 1000
5-min 0.401 0.464 0.569 0.656 0.778 0.874 0.970 1.07 1.20 1.30
(0.318‑0.499) (0.368‑0.578) (0.450‑0.709) (0.517‑0.820) (0.598‑0.989) (0.659‑1.12) (0.713‑1.26) (0.761‑1.40) (0.830‑1.60) (0.882‑1.75)

10-min 0.587 0.680 0.832 0.961 1.14 1.28 1.42 1.57 1.76 1.91
(0.466‑0.731) (0.539‑0.846) (0.659‑1.04) (0.757‑1.20) (0.875‑1.45) (0.965‑1.64) (1.04‑1.84) (1.11‑2.06) (1.22‑2.34) (1.29‑2.56)

15-min 0.716 0.829 1.01 1.17 1.39 1.56 1.73 1.91 2.15 2.33
(0.569‑0.891) (0.657‑1.03) (0.803‑1.27) (0.923‑1.46) (1.07‑1.77) (1.18‑2.00) (1.27‑2.24) (1.36‑2.51) (1.48‑2.86) (1.58‑3.12)

30-min 1.05 1.21 1.49 1.72 2.04 2.29 2.54 2.79 3.13 3.39
(0.829‑1.30) (0.962‑1.51) (1.18‑1.86) (1.36‑2.15) (1.57‑2.59) (1.73‑2.92) (1.86‑3.28) (1.99‑3.66) (2.16‑4.16) (2.29‑4.54)

60-min 1.36 1.57 1.92 2.23 2.66 3.01 3.36 3.73 4.24 4.64
(1.08‑1.69) (1.25‑1.96) (1.52‑2.40) (1.75‑2.78) (2.05‑3.39) (2.27‑3.85) (2.47‑4.36) (2.66‑4.91) (2.93‑5.66) (3.14‑6.22)

2-hr 1.68 1.93 2.36 2.73 3.28 3.72 4.18 4.68 5.35 5.89
(1.35‑2.06) (1.55‑2.37) (1.89‑2.90) (2.18‑3.38) (2.56‑4.15) (2.85‑4.73) (3.12‑5.39) (3.38‑6.11) (3.75‑7.09) (4.04‑7.84)

3-hr 1.88 2.14 2.61 3.02 3.64 4.16 4.70 5.29 6.11 6.77
(1.52‑2.29) (1.73‑2.62) (2.10‑3.19) (2.43‑3.71) (2.88‑4.60) (3.22‑5.27) (3.54‑6.04) (3.86‑6.88) (4.32‑8.07) (4.67‑8.97)

6-hr 2.28 2.58 3.13 3.62 4.36 4.98 5.65 6.37 7.39 8.21
(1.87‑2.75) (2.12‑3.12) (2.56‑3.78) (2.95‑4.39) (3.49‑5.45) (3.91‑6.25) (4.31‑7.19) (4.71‑8.22) (5.30‑9.68) (5.74‑10.8)

12-hr 2.79 3.16 3.80 4.38 5.24 5.95 6.70 7.50 8.63 9.54
(2.32‑3.33) (2.62‑3.77) (3.15‑4.54) (3.61‑5.25) (4.24‑6.45) (4.72‑7.37) (5.18‑8.42) (5.61‑9.58) (6.26‑11.2) (6.75‑12.4)

24-hr 3.32 3.78 4.58 5.27 6.27 7.08 7.93 8.83 10.1 11.0
(2.80‑3.91) (3.19‑4.46) (3.84‑5.40) (4.40‑6.23) (5.14‑7.62) (5.69‑8.66) (6.20‑9.84) (6.68‑11.1) (7.39‑12.9) (7.92‑14.3)

2-day 3.83 4.39 5.34 6.17 7.36 8.32 9.32 10.4 11.8 13.0
(3.28‑4.46) (3.75‑5.11) (4.55‑6.23) (5.23‑7.21) (6.11‑8.83) (6.77‑10.1) (7.38‑11.4) (7.95‑13.0) (8.79‑15.0) (9.41‑16.6)

3-day 4.21 4.78 5.77 6.65 7.92 8.97 10.1 11.2 12.9 14.2
(3.63‑4.86) (4.11‑5.53) (4.95‑6.68) (5.68‑7.71) (6.64‑9.47) (7.37‑10.8) (8.05‑12.3) (8.70‑14.0) (9.65‑16.3) (10.4‑18.0)

4-day 4.53 5.12 6.13 7.05 8.40 9.52 10.7 12.0 13.8 15.2
(3.93‑5.21) (4.43‑5.88) (5.29‑7.06) (6.05‑8.14) (7.09‑10.00) (7.87‑11.4) (8.61‑13.0) (9.33‑14.9) (10.4‑17.4) (11.2‑19.3)

7-day 5.35 6.00 7.15 8.18 9.74 11.1 12.4 14.0 16.1 17.8
(4.69‑6.09) (5.25‑6.82) (6.24‑8.14) (7.11‑9.36) (8.33‑11.5) (9.25‑13.1) (10.1‑15.1) (11.0‑17.2) (12.3‑20.2) (13.3‑22.5)

10-day 6.07 6.77 8.02 9.15 10.8 12.3 13.8 15.4 17.7 19.6
(5.35‑6.85) (5.97‑7.65) (7.05‑9.08) (8.01‑10.4) (9.33‑12.7) (10.3‑14.5) (11.3‑16.6) (12.2‑18.9) (13.6‑22.1) (14.7‑24.6)

20-day 8.12 8.96 10.4 11.7 13.6 15.2 16.8 18.5 20.9 22.8
(7.26‑9.05) (8.01‑10.0) (9.30‑11.7) (10.4‑13.1) (11.8‑15.7) (12.9‑17.6) (13.9‑19.9) (14.9‑22.4) (16.3‑25.8) (17.4‑28.4)

30-day 9.94 10.9 12.6 14.0 16.1 17.7 19.3 21.0 23.3 25.1
(8.97‑11.0) (9.87‑12.1) (11.3‑14.0) (12.6‑15.6) (14.0‑18.3) (15.2‑20.3) (16.1‑22.6) (17.0‑25.1) (18.3‑28.5) (19.2‑31.0)

45-day 12.4 13.7 15.7 17.3 19.5 21.2 22.8 24.5 26.6 28.1
(11.3‑13.6) (12.4‑15.0) (14.2‑17.2) (15.6‑19.1) (17.1‑22.0) (18.3‑24.1) (19.2‑26.5) (19.9‑29.0) (21.0‑32.2) (21.8‑34.6)

60-day 14.6 16.1 18.5 20.3 22.7 24.5 26.1 27.7 29.6 31.0
(13.4‑16.0) (14.7‑17.6) (16.9‑20.2) (18.5‑22.3) (20.0‑25.4) (21.2‑27.7) (22.1‑30.1) (22.6‑32.6) (23.5‑35.7) (24.1‑38.0)
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).

Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates
(for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper
bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top

PF graphical

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 1/4
11/10/21, 8:59 AM Precipitation Frequency Data Server

Back to Top

Maps & aerials
Small scale terrain

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 2/4
11/10/21, 8:59 AM Precipitation Frequency Data Server

3km

2mi

Large scale terrain

100km

60mi

Large scale map

100km

60mi

Large scale aerial

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 3/4
11/10/21, 8:59 AM Precipitation Frequency Data Server

100km

60mi

Back to Top

US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: HDSC.Questions@noaa.gov

Disclaimer

https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.5111&lon=-84.2305&data=depth&units=english&series=pds 4/4
Hydrograph Return Period Recap
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph
No. type hyd(s) Description
(origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr

1 SCS Runoff ------ 0.039 0.447 ------- 2.851 3.547 6.091 8.383 10.66 BASIN A

2 SCS Runoff ------ 0.968 1.482 ------- 2.603 2.863 3.752 4.514 5.245 BASIN B OFFSITE

3 Combine 1, 2 0.968 1.791 ------- 5.454 6.409 9.843 12.88 15.87 TOTAL PRE

5 SCS Runoff ------ 5.630 8.113 ------- 13.36 14.57 18.77 22.26 25.54 POST BASIN A

6 SCS Runoff ------ 1.125 1.668 ------- 2.833 3.100 4.024 4.811 5.553 BASIN B OFFSITE

7 Combine 5, 6 6.756 9.781 ------- 16.20 17.66 22.79 27.07 31.09 TOTAL POST

8 Reservoir 7 0.000 0.000 ------- 0.000 0.000 0.000 0.277 0.539 TOTAL POST ROUTE

10 SCS Runoff ------ 26.32 44.08 ------- 84.10 93.54 126.27 154.05 180.56 10% Basin Outside Site

11 Combine 3, 10 27.29 45.87 ------- 89.55 99.95 136.11 166.94 196.43 10% Basin + Pre-Dev On-Site Basins

12 Combine 8, 10, 26.32 44.08 ------- 84.10 93.54 126.27 154.05 180.56 10% Basin + Post-Dev Routed On-Sit

Proj. file: 21-409-Hydro_Rev 00_2022 07 15.gpw Friday, 09 / 23 / 2022
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 0.039 2 772 1,118 ------ ------ ------ BASIN A

2 SCS Runoff 0.968 2 718 1,994 ------ ------ ------ BASIN B OFFSITE

3 Combine 0.968 2 718 3,111 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 5.630 2 718 11,308 ------ ------ ------ POST BASIN A

6 SCS Runoff 1.125 2 718 2,282 ------ ------ ------ BASIN B OFFSITE

7 Combine 6.756 2 718 13,590 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 730.51 13,590 TOTAL POST ROUTE

10 SCS Runoff 26.32 2 718 57,899 ------ ------ ------ 10% Basin Outside Site

11 Combine 27.29 2 718 61,011 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 26.32 2 718 57,899 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 1 Year Friday, 09 / 23 / 2022
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 0.039 cfs
Storm frequency = 1 yrs Time to peak = 772 min
Time interval = 2 min Hyd. volume = 1,118 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 1 Year
0.10 0.10

0.09 0.09

0.08 0.08

0.07 0.07

0.06 0.06

0.05 0.05

0.04 0.04

0.03 0.03

0.02 0.02

0.01 0.01

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 0.968 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 1,994 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 1 Year
1.00 1.00

0.90 0.90

0.80 0.80

0.70 0.70

0.60 0.60

0.50 0.50

0.40 0.40

0.30 0.30

0.20 0.20

0.10 0.10

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 0.968 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 3,111 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 1 Year
1.00 1.00

0.90 0.90

0.80 0.80

0.70 0.70

0.60 0.60

0.50 0.50

0.40 0.40

0.30 0.30

0.20 0.20

0.10 0.10

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 5.630 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 11,308 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 1 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 1.125 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 2,282 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 1 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 6.756 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 13,590 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 1 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 1 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 730.51 ft
Reservoir name = POND Max. Storage = 13,590 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 1 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 13,590 cuft
10
Pond Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Pond No. 1 - POND
Pond Data
Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 728.00 ft

Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)

0.00 728.00 2,000 0 0
1.00 729.00 4,000 3,000 3,000
2.00 730.00 8,000 6,000 9,000
3.00 731.00 10,000 9,000 18,000
4.00 732.00 11,000 10,500 28,500
5.00 733.00 12,000 11,500 40,000
6.00 734.00 13,000 12,500 52,500
7.00 735.00 14,400 13,700 66,200

Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise (in) = 48.00 0.00 0.00 0.00 Crest Len (ft) = 24.00 0.00 0.00 0.00
Span (in) = 48.00 0.00 0.00 0.00 Crest El. (ft) = 734.00 0.00 0.00 0.00
No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
Invert El. (ft) = 728.00 0.00 0.00 0.00 Weir Type = 1 --- --- ---
Length (ft) = 25.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope (%) = 1.00 0.00 0.00 n/a
N-Value = .024 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000 (by Contour)
Multi-Stage = n/a No No No TW Elev. (ft) = 0.00

Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).

Stage (ft) Stage / Discharge Elev (ft)
8.00 736.00

6.00 734.00

4.00 732.00

2.00 730.00

0.00 728.00
0.00 8.00 16.00 24.00 32.00 40.00 48.00 56.00 64.00 72.00 80.00
Discharge (cfs)
Total Q
11
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 26.32 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 57,899 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.46 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 1 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
12
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 27.29 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 61,011 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 1 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 26.32 cfs
Storm frequency = 1 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 57,899 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 1 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
14
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 0.447 2 720 2,694 ------ ------ ------ BASIN A

2 SCS Runoff 1.482 2 718 2,983 ------ ------ ------ BASIN B OFFSITE

3 Combine 1.791 2 718 5,677 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 8.113 2 718 16,223 ------ ------ ------ POST BASIN A

6 SCS Runoff 1.668 2 718 3,340 ------ ------ ------ BASIN B OFFSITE

7 Combine 9.781 2 718 19,563 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 731.15 19,563 TOTAL POST ROUTE

10 SCS Runoff 44.08 2 718 91,136 ------ ------ ------ 10% Basin Outside Site

11 Combine 45.87 2 718 96,814 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 44.08 2 718 91,136 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 2 Year Friday, 09 / 23 / 2022
15
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 0.447 cfs
Storm frequency = 2 yrs Time to peak = 720 min
Time interval = 2 min Hyd. volume = 2,694 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 2 Year
0.50 0.50

0.45 0.45

0.40 0.40

0.35 0.35

0.30 0.30

0.25 0.25

0.20 0.20

0.15 0.15

0.10 0.10

0.05 0.05

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
16
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 1.482 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 2,983 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 2 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
17
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 1.791 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,677 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 2 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
18
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 8.113 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 16,223 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 2 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
19
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 1.668 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 3,340 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 2 Year
2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
20
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 9.781 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 19,563 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 2 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
21
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 2 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 731.15 ft
Reservoir name = POND Max. Storage = 19,563 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 2 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 19,563 cuft
22
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 44.08 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 91,136 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 2.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 2 Year
50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
23
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 45.87 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 96,814 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 2 Year
50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
24
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 44.08 cfs
Storm frequency = 2 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 91,136 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 2 Year
50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
25
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 2.851 2 718 7,332 ------ ------ ------ BASIN A

2 SCS Runoff 2.603 2 718 5,209 ------ ------ ------ BASIN B OFFSITE

3 Combine 5.454 2 718 12,541 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 13.36 2 718 26,937 ------ ------ ------ POST BASIN A

6 SCS Runoff 2.833 2 718 5,683 ------ ------ ------ BASIN B OFFSITE

7 Combine 16.20 2 718 32,620 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 732.36 32,620 TOTAL POST ROUTE

10 SCS Runoff 84.10 2 718 168,556 ------ ------ ------ 10% Basin Outside Site

11 Combine 89.55 2 718 181,097 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 84.10 2 718 168,556 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 5 Year Friday, 09 / 23 / 2022
26
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 2.851 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 7,332 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 5 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
27
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 2.603 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,209 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 5 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
28
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 5.454 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 12,541 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 5 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
29
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 13.36 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 26,937 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 5 Year
14.00 14.00

12.00 12.00

10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
30
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 2.833 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,683 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 5 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
31
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 16.20 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 32,620 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 5 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
32
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 5 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 732.36 ft
Reservoir name = POND Max. Storage = 32,620 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 5 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 32,620 cuft
33
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 84.10 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 168,556 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 3.91 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 5 Year
90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
34
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 89.55 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 181,097 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 5 Year
90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
35
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 84.10 cfs
Storm frequency = 5 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 168,556 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 5 Year
90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
36
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 3.547 2 718 8,581 ------ ------ ------ BASIN A

2 SCS Runoff 2.863 2 718 5,734 ------ ------ ------ BASIN B OFFSITE

3 Combine 6.409 2 718 14,315 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 14.57 2 716 29,423 ------ ------ ------ POST BASIN A

6 SCS Runoff 3.100 2 718 6,231 ------ ------ ------ BASIN B OFFSITE

7 Combine 17.66 2 716 35,654 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 732.62 35,654 TOTAL POST ROUTE

10 SCS Runoff 93.54 2 718 187,186 ------ ------ ------ 10% Basin Outside Site

11 Combine 99.95 2 718 201,501 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 93.54 2 718 187,186 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 10 Year Friday, 09 / 23 / 2022
37
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 3.547 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 8,581 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 10 Year
4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
38
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 2.863 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 5,734 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 10 Year
3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
39
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 6.409 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 14,315 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 10 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
40
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 14.57 cfs
Storm frequency = 10 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 29,423 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 10 Year
15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
41
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 3.100 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 6,231 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 10 Year
4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
42
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 17.66 cfs
Storm frequency = 10 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 35,654 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 10 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
43
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 10 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 732.62 ft
Reservoir name = POND Max. Storage = 35,654 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 10 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 35,654 cuft
44
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 93.54 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 187,186 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.12 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 10 Year
100.00 100.00

90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
45
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 99.95 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 201,501 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 10 Year
100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
46
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 93.54 cfs
Storm frequency = 10 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 187,186 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 10 Year
100.00 100.00

90.00 90.00

80.00 80.00

70.00 70.00

60.00 60.00

50.00 50.00

40.00 40.00

30.00 30.00

20.00 20.00

10.00 10.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
47
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 6.091 2 718 13,231 ------ ------ ------ BASIN A

2 SCS Runoff 3.752 2 718 7,560 ------ ------ ------ BASIN B OFFSITE

3 Combine 9.843 2 718 20,792 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 18.77 2 716 37,978 ------ ------ ------ POST BASIN A

6 SCS Runoff 4.024 2 716 8,127 ------ ------ ------ BASIN B OFFSITE

7 Combine 22.79 2 716 46,105 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.000 2 n/a 0 7 733.49 46,105 TOTAL POST ROUTE

10 SCS Runoff 126.27 2 718 252,685 ------ ------ ------ 10% Basin Outside Site

11 Combine 136.11 2 718 273,477 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 126.27 2 718 252,685 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 25 Year Friday, 09 / 23 / 2022
48
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 6.091 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 13,231 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 25 Year
7.00 7.00

6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
49
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 3.752 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 7,560 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 25 Year
4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
50
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 9.843 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 20,792 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 25 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
51
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 18.77 cfs
Storm frequency = 25 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 37,978 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 25 Year
21.00 21.00

18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 5
52
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 4.024 cfs
Storm frequency = 25 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 8,127 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 25 Year
5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 6
53
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 22.79 cfs
Storm frequency = 25 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 46,105 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 25 Year
24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
54
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 25 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 733.49 ft
Reservoir name = POND Max. Storage = 46,105 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 25 Year
24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 46,105 cuft
55
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 126.27 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 252,685 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 4.82 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 25 Year
140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
56
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 136.11 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 273,477 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 25 Year
140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
57
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 126.27 cfs
Storm frequency = 25 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 252,685 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 25 Year
140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
58
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 8.383 2 718 17,515 ------ ------ ------ BASIN A

2 SCS Runoff 4.514 2 716 9,117 ------ ------ ------ BASIN B OFFSITE

3 Combine 12.88 2 718 26,633 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 22.26 2 716 45,192 ------ ------ ------ POST BASIN A

6 SCS Runoff 4.811 2 716 9,734 ------ ------ ------ BASIN B OFFSITE

7 Combine 27.07 2 716 54,926 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.277 2 1342 2,425 7 734.01 52,650 TOTAL POST ROUTE

10 SCS Runoff 154.05 2 718 309,235 ------ ------ ------ 10% Basin Outside Site

11 Combine 166.94 2 718 335,867 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 154.05 2 718 311,660 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 50 Year Friday, 09 / 23 / 2022
59
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 8.383 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 17,515 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 50 Year
10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
60
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 4.514 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 9,117 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 50 Year
5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
61
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 12.88 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 26,633 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 50 Year
14.00 14.00

12.00 12.00

10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
62
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 22.26 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 45,192 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 50 Year
24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 5
63
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 4.811 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 9,734 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 50 Year
5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 6
64
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 27.07 cfs
Storm frequency = 50 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 54,926 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 50 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
65
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.277 cfs
Storm frequency = 50 yrs Time to peak = 1342 min
Time interval = 2 min Hyd. volume = 2,425 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 734.01 ft
Reservoir name = POND Max. Storage = 52,650 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 50 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 52,650 cuft
66
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 154.05 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 309,235 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.39 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 50 Year
160.00 160.00

140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
67
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 166.94 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 335,867 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 50 Year
180.00 180.00

160.00 160.00

140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
68
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 154.05 cfs
Storm frequency = 50 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 311,660 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 50 Year
160.00 160.00

140.00 140.00

120.00 120.00

100.00 100.00

80.00 80.00

60.00 60.00

40.00 40.00

20.00 20.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
69
Hydrograph Summary Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023

Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)

1 SCS Runoff 10.66 2 718 21,841 ------ ------ ------ BASIN A

2 SCS Runoff 5.245 2 716 10,610 ------ ------ ------ BASIN B OFFSITE

3 Combine 15.87 2 718 32,451 1, 2 ------ ------ TOTAL PRE

5 SCS Runoff 25.54 2 716 52,055 ------ ------ ------ POST BASIN A

6 SCS Runoff 5.553 2 716 11,268 ------ ------ ------ BASIN B OFFSITE

7 Combine 31.09 2 716 63,324 5, 6 ------ ------ TOTAL POST

8 Reservoir 0.539 2 1012 10,823 7 734.02 52,792 TOTAL POST ROUTE

10 SCS Runoff 180.56 2 718 363,906 ------ ------ ------ 10% Basin Outside Site

11 Combine 196.43 2 718 396,357 3, 10 ------ ------ 10% Basin + Pre-Dev On-Site Basins

12 Combine 180.56 2 718 374,729 8, 10, ------ ------ 10% Basin + Post-Dev Routed On-Sit

21-409-Hydro_Rev 00_2022 07 15.gpw Return Period: 100 Year Friday, 09 / 23 / 2022
70
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 1
BASIN A
Hydrograph type = SCS Runoff Peak discharge = 10.66 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 21,841 cuft
Drainage area = 4.360 ac Curve number = 55
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

BASIN A
Q (cfs) Q (cfs)
Hyd. No. 1 -- 100 Year
12.00 12.00

10.00 10.00

8.00 8.00

6.00 6.00

4.00 4.00

2.00 2.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1
71
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 2
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 5.245 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 10,610 cuft
Drainage area = 1.000 ac Curve number = 74*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.350 x 98) + (0.650 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 2 -- 100 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 2
72
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 3
TOTAL PRE
Hydrograph type = Combine Peak discharge = 15.87 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 32,451 cuft
Inflow hyds. = 1, 2 Contrib. drain. area = 5.360 ac

TOTAL PRE
Q (cfs) Q (cfs)
Hyd. No. 3 -- 100 Year
18.00 18.00

15.00 15.00

12.00 12.00

9.00 9.00

6.00 6.00

3.00 3.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 3 Hyd No. 1 Hyd No. 2
73
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 5
POST BASIN A
Hydrograph type = SCS Runoff Peak discharge = 25.54 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 52,055 cuft
Drainage area = 4.360 ac Curve number = 78*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(1.960 x 98) + (2.400 x 61)] / 4.360

POST BASIN A
Q (cfs) Q (cfs)
Hyd. No. 5 -- 100 Year
28.00 28.00

24.00 24.00

20.00 20.00

16.00 16.00

12.00 12.00

8.00 8.00

4.00 4.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 5
74
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 6
BASIN B OFFSITE
Hydrograph type = SCS Runoff Peak discharge = 5.553 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 11,268 cuft
Drainage area = 1.000 ac Curve number = 76*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

* Composite (Area/CN) = [(0.400 x 98) + (0.600 x 61)] / 1.000

BASIN B OFFSITE
Q (cfs) Q (cfs)
Hyd. No. 6 -- 100 Year
6.00 6.00

5.00 5.00

4.00 4.00

3.00 3.00

2.00 2.00

1.00 1.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 6
75
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 7
TOTAL POST
Hydrograph type = Combine Peak discharge = 31.09 cfs
Storm frequency = 100 yrs Time to peak = 716 min
Time interval = 2 min Hyd. volume = 63,324 cuft
Inflow hyds. = 5, 6 Contrib. drain. area = 5.360 ac

TOTAL POST
Q (cfs) Q (cfs)
Hyd. No. 7 -- 100 Year
35.00 35.00

30.00 30.00

25.00 25.00

20.00 20.00

15.00 15.00

10.00 10.00

5.00 5.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
Hyd No. 7 Hyd No. 5 Hyd No. 6
76
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 8
TOTAL POST ROUTE
Hydrograph type = Reservoir Peak discharge = 0.539 cfs
Storm frequency = 100 yrs Time to peak = 1012 min
Time interval = 2 min Hyd. volume = 10,823 cuft
Inflow hyd. No. = 7 - TOTAL POST Max. Elevation = 734.02 ft
Reservoir name = POND Max. Storage = 52,792 cuft

Storage Indication method used.

TOTAL POST ROUTE
Q (cfs) Q (cfs)
Hyd. No. 8 -- 100 Year
35.00 35.00

30.00 30.00

25.00 25.00

20.00 20.00

15.00 15.00

10.00 10.00

5.00 5.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 8 Hyd No. 7 Total storage used = 52,792 cuft
77
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 10
10% Basin Outside Site
Hydrograph type = SCS Runoff Peak discharge = 180.56 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 363,906 cuft
Drainage area = 39.000 ac Curve number = 70
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = User Time of conc. (Tc) = 6.00 min
Total precip. = 5.92 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484

10% Basin Outside Site
Q (cfs) Q (cfs)
Hyd. No. 10 -- 100 Year
210.00 210.00

180.00 180.00

150.00 150.00

120.00 120.00

90.00 90.00

60.00 60.00

30.00 30.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 10
78
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 11
10% Basin + Pre-Dev On-Site Basins
Hydrograph type = Combine Peak discharge = 196.43 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 396,357 cuft
Inflow hyds. = 3, 10 Contrib. drain. area = 39.000 ac

10% Basin + Pre-Dev On-Site Basins
Q (cfs) Q (cfs)
Hyd. No. 11 -- 100 Year
210.00 210.00

180.00 180.00

150.00 150.00

120.00 120.00

90.00 90.00

60.00 60.00

30.00 30.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 11 Hyd No. 3 Hyd No. 10
79
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2023 Friday, 09 / 23 / 2022

Hyd. No. 12
10% Basin + Post-Dev Routed On-Site Basin
Hydrograph type = Combine Peak discharge = 180.56 cfs
Storm frequency = 100 yrs Time to peak = 718 min
Time interval = 2 min Hyd. volume = 374,729 cuft
Inflow hyds. = 8, 10 Contrib. drain. area = 39.000 ac

10% Basin + Post-Dev Routed On-Site Basin
Q (cfs) Q (cfs)
Hyd. No. 12 -- 100 Year
210.00 210.00

180.00 180.00

150.00 150.00

120.00 120.00

90.00 90.00

60.00 60.00

30.00 30.00

0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 12 Hyd No. 8 Hyd No. 10
A B C D E F G H I J K L M N O P Q

Plot Date: Monday, July 15, 2024 4:52:07 PM
SITE AREA CALCULATIONS
130 E. MAIN STREET
CANTON, GA 30114
470-863-1070

07/11/2024
engineer of record

APV

VICINITY MAP SITE DATA CHK

PROPOSED GDOT REQUIRED R/W
BY
N/F
N/F N/F

EXISTING R/W
OVADJE, LEO
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 5504 PG 185 DB 8820 PG 251
DB 9531 PG 188 4
ZONED C-2
ZONED C-2 ZONED C-2
S 88°52'17"E
229.88'
L3
BUILDING DATA
DESCRIPTION
S 72 "E
°03' °2 8'12
42" N 74 EV EV EV EV EV EV EV
ONLY ONLY ONLY ONLY ONLY ONLY ONLY EV EV
E 09' ONLY ONLY
131 181.
.54'

C- 5

EV EV EV

ONLY ONLY ONLY
N 09°2
DATE

0'32"W C- 1 6
CITY OF STOCKBRIDGE
PROPOSED PARKING DATA NO.

QUIRED R/W
283.22

GDOT CON
GDOT RE

PROPOSED
STRUCTIO
EXISTING R

GMI2, INC

ROCK QUARRY RD STOCKBRIDGE, GA 30281
L2
N C/L
SITE NOTES
AE-1
CORNER SIGHT DISTANCE FOR COMMERCIAL SITE L1
N C/L
'48"W
S 81°433' ONST RUCTIO
159.0 GDOT C
C- 3

CIVIL PLANS

N 09°2 1876 INDEPENDENCE SQ , SUITE D, DUNWOODY,

13 ~ DISTRICT 6, PARCEL # 032-01030012
C- 2

0'59"W
59.07'

File Location: s:\sed\archive_01-civil_projects\03-projects\_canton_ga_office\_assigned_lja\2024-033 rock quary road retail stockbridge ga\cad\proj1 rock quarry road
'48" E 1
N 81°43

GA 30338
N/F
DIAZ INVESTMENT INC.
PROPOSED 56.74'
4 DB 10879 PG 117 9
ZONED C-2

S 14

°32'3
8"E

N 06°25'4
182.84'
10
125.
4"W 8'

N/F
KILLEARN PROPERTIES INC
OF GEORGIA
DB 8729 PG 319
ZONED C-2
300.99'
11
ISSUE DATE
S 81°59'40"W 06-26-2024
N/F PROJECT NUMBER
MANISH INC. 2024-033
DB 3717 PG 253
ZONED C-2 SHEET TITLE

SITE PLAN
12
SHEET NUMBER

C1

TO: Stockbridge Mayor and City Council
Stockbridge Planning Commission

FROM: Linda M. Logan, Senior Planner, Planning and Zoning Division

CC: Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024, and December 9, 2024

SUBJECT: Staff Report for Special Use Permit Case #SP-2024-01
For Parcel #032-01030012 on the West Side of Rock Quarry Road

I. PURPOSE

The applicant for Special Use Permit Case #SP-2024-01, GMI 2, LLC (represented by
Harold Buckley, Jr., Esq., from the law firm of Wilson, Brock & Irby), requests a special
use permit to build a gas station and convenience store (termed by the applicant as “a
convenience store with fuel pumps”) on Parcel #032-01030012 on the west side of Rock
Quarry Road. GMI 2, LLC develops and operates non-residential developments, including
offices and convenience stores. The proposed gas station and convenience store would
be part of a new retail center with 9,835 square feet and four other tenant spaces. The
applicant has stated that the financial viability of the proposed development would be
dependent upon the inclusion of the convenience store.

A special use permit is necessary for the proposed development because Ordinance
#OR24-563 for the Parkway Mixed-Use Overlay (PMU) District, per Text Amendment
Case #TX-2024-03, identifies gas stations and convenience stores as being “select uses”
in Section 2.5.2(C(1), and as being permitted uses within a C-2 (General Commercial)
zoning district if an applicant applies for and is approved for a special use permit.

The proposed gas station and convenience store must meet four types of compliance
requirements, as are listed below. The analysis of each of these types of requirements is
discussed in the three Analysis sections of this staff report.

1. Requirements for “select uses” from Section 2.5.2.(C)(2) of the UDC for the Parkway
Mixed-Use (PMU) Overlay District.
2. Requirements for gasoline stations from Section 3.2.14 of the UDC.
3. Requirements for special use permits from Section 9.2.5 of the UDC (staff

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

considerations).
4. Requirements for special use permits from Section 9.2.6 of the UDC (City Council
considerations).

II. CASE FACTS

DESCRIPTIVE FACTOR RESEARCH FINDINGS
Proposed Use: Gas station and a retail building containing a
convenience store plus four retail tenants.
Property Address: N/A. Parcel #032-01030012 on Rock Quarry Road.
The parcel is a corner lot, and it contains two tracts.
Parcel Acreage: 4.37 +/- acres.
Land District and Land Lot: District 6, Land Lot 13.
Council District: 3
Applicant: GMI 2, LLC.
Owner: GMI 2, LLC.
Existing Zoning: C-2 (General Commercial) and Parkway Mixed-Use
(PMU) Overlay District.
Surrounding Zoning: North, South, and East—C-2 (General Commercial).
West—C-3 (Heavy Commercial).
Property Location: West side of Rock Quarry Road, at the end of Hospital
Drive.
Property Conditions: Vacant and mostly wooded, except for a portion of the
cul-de-sac at the end of Hospital Drive. A narrow strip
of wetlands is present along the western boundary.33
Current Use: Undeveloped.
Surrounding Land Uses: ~ North, East, and Southwest—Medical office buildings.
~ Northwest and South—Vacant land.
~ Southeast—Commercial (full-serve restaurant).
Future Land Use ~ North and South—High-Density Residential.
Designations: ~ Northeast, Northwest, and West—Low-Density
Mixed-Use.
Road Classification: Minor Arterial.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

AERIAL PHOTO OF PARCEL #032-01030012
ON ROCK QUARRY ROAD

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

LAND TITLE SURVEY OF THE PROPERTY (ENLARGEMENT)
(Prepared by Alta NSPS Land Title for GMI 2, LLC) on 05/02/22)

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

CITY OF STOCKBRIDGE ZONING MAP
Showing Parcel #032-01030012 on Rock Quarry Road

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

CITY OF STOCKBRIDGE FUTURE LAND USE MAP
Showing Parcel #032-01030012 on Rock Quarry Road

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

III. PROPOSED DEVELOPMENT

The applicant proposes to build a retail center on Parcel #032-01030012 on Rock Quarry
Road, adjacent to the western cul-de-sac terminus of Hospital Drive. The cul-de-sac lies
adjacent to the driveway for the Gambino’s Mexican Restaurant. The proposed
development would include a convenience store with fuel pumps and electric charging
stations, and it would operate twenty-four hours per day. The applicant’s letter of intent
states that the proposed development would be intended to serve the numerous customers
who are present within the vicinity of Piedmont Hospital, the associated medical buildings,
and other commercial uses along Rock Quarry Road and Eagles Landing Parkway.

The submitted Landscape Rendering shows that the proposed development would utilize
only the portion of the site which lies to the north of the cul-de-sac, and that the remainder
of the site would be heavily wooded. Dual access to the site would be provided from the
cul-de-sac plus a second driveway to the north.

The submitted site plan (entitled “Civil Plans: Rock Quarry Road C-Store Special Use”,
which was prepared for GMI 2, Inc. by LJA with an issue date of 06-26-24) shows that the
proposed retail center would contain several tenant spaces, including a convenience store
with fuel pumps (i.e., a gas station), having 9,935 total square feet. The convenience store
itself would have 5,035 square feet, and four other tenant spaces would be provided. The
site plan shows 100 feet of right-of-way for Rock Quarry Road, which would account for
land which Georgia DOT plans to take for the forthcoming widening of the road.

Within the site, the required minimum setbacks for the C-2 district would be met (50 feet in
the front, 10 feet on the sides, and 20 feet in the rear). Since the site does not border any
residentially-zoned properties, no buffers would be required beyond the setbacks. The
maximum allowable lot coverage in the C-2 district is 70 percent, but the proposed
development would only cover 28.6 percent of the site. The proposed pervious area (open
space) would be 78.4 percent, according to the data on the site plan.

A total of 51 parking spaces would be provided, which would be one more space than would
be required for the 9,935-square-foot retail center since the UDC requires 5 parking spaces
per 1,000 square feet for “service stations” (the convenience center with fuel pumps) and
5 parking spaces per 1,000 square feet for retail establishments (for the remaining four
retail tenant spaces). An equal number of fuel pump spaces (12) and electric vehicle
charging spaces (12) would be provided. The remaining parking spaces would be provided
for regular retail customers (25) and ADA accessible patrons (2).

The applicant provided three architectural renderings to show views of the proposed retail
building, the gas pumps with a canopy, and the electric charging stations. They indicate
that the building would have exterior facades with brick. No canopy is shown over the
electric charging stations.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

LANDSCAPE RENDERING
(Entitled Landscape Rendering: Rock Quarry Road C-Store Special Use;
Prepared by LJA; Issue Date: 08/01/24)

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024

PROPOSED SITE PLAN

(Entitled “Civil Plans: Rock Quarry Road C-Store Special Use”;
Prepared by LJA; Issue Date: 06-26-24.)

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
10

SITE PLAN ENLARGEMENT

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
11

ARCHITECTURAL RENDERINGS

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
12

ELEVATION DRAWINGS
(Front and Rear Building Elevations)

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
13

IV. ANALYSIS #1—REQUIREMENTS FOR “SELECT USES” IN THE
PARKWAY MIXED-USE (P.M.U.) OVERLAY DISTRICT
The subject property lies within the Parkway Mixed-Use (PMU) Overlay District, where
gasoline stations and convenience stores have been identified as “Select Uses”, which are
permitted in the C-2 zoning district if they are granted a Special Use Permit by the
Stockbridge City Council. These Select Uses were previously prohibited in the PMU
Overlay District, but now may be permitted. This is due to the passage of Ordinance
#OR24-263 for Text Amendment Case #TX-2024-03 on May 13, 2024. The Ordinance
identified the permitted uses in Section 2.5.2(C)(1) of the Unified Development Code
(UDC), and the accompanying requirements for Select Uses in Section 2.5.2(C)(2). The
analysis of the proposed development on the basis of the compliance of the convenience
store and gas station appears below.

Analysis of Section 2.5.2(C)(2) Requirements for Select Uses (Gas Station and
Convenience Store):

a. A Select Use must be located on a property which has frontage on either a
collector or an arterial road, as is classified by the Georgia Department of
Transportation or the Henry County Department of Transportation.

The subject property has frontage on Rock Quarry Road, which is classified as a minor
arterial.

b. The property must have a base zoning district which allows such uses.

The subject property is zoned ‘C-2’ (General Commercial), which is an allowable base
zoning district for a Select Use.

c. All property design standards of the base zoning district must be met.

It appears from the submitted site plan that the subject property meets most of the
required design standards of the C-2 zoning district. The minimum lot size (10,000
square feet), the minimum lot width (100 feet), and the maximum allowable lot coverage
(70 percent) would all be easily met. The minimum setbacks (50 feet in the front, 10 feet
on the regular side, and 20 feet in the rear) would also be met. However, since the
subject property constitutes a corner lot, the side yard setback from the cul-de-sac of
Hospital Drive must be at least 30 feet. The submitted site plan shows that that distance
would be 38.58 feet, thereby meeting the requirement.

d. Any existing non-conforming structures may not be enlarged.

The subject property is currently undeveloped.

e. Building facades for both primary and accessory structures must be constructed
of brick on all sides.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
14

The submitted architectural renderings suggest that all four sides of the proposed
retail building would be constructed of brick.

f. At gasoline stations, an equal number of electric charging stations as gas pumps
must be provided on the site, and covered canopies must be provided over gas
pumps and electric charging stations.

The site plan shows that the proposed development would have the same number of
electric charging stations (12) as gas pumps (12), and the architectural renderings show
the provision of a large canopy over both the gas pumps and the electric vehicle
charging station.

g. An acceptable means of access and internal circulation must be provided, to be
determined by the Fire Marshal.

The site plan shows that two accesses would be provided to the site, which would allow
for acceptable internal circulation.

h. The required number of parking spaces must be provided.

A total of 50 parking spaces would be provided for the gas station and convenience
store, and the proposed site plan shows 51 parking spaces, which exceeds the
requirement.

i. The required buffers must be provided.

Since the subject property does not border any residentially-zoned districts, the C-2
base zoning district does not require the provision of any buffers. However, as will be
discussed below, Section 3.2.14 of the UDC, which provides requirements specifically for
gas stations, requires a 25-foot buffer adjacent to adjacent properties which are not
residentially-zoned. No such buffers are indicated on the submitted site plan.

j. Other special requirements, to be determined by the Community Development
Director.

No other special requirements have been determined at this time.

V. ANALYSIS #2—REQUIREMENTS FOR GASOLINE STATIONS

Section 3.2.14 below from the UDC provides requirements specifically for gas stations.

3.2.14 Gasoline service stations.
A. Gasoline service stations are permitted in the C-3 district and are a special use in the C-2 district, subject
to the site design standards for the district, and the specific site design standards in this section.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
15

B. Gasoline service stations may include the following activities: sale of fuel, oil, lubricants, and similar
products; minor repair; sale of small automotive accessories; sale of food and sundries; convenience
store; restaurant drive-up windows; inspection stations for emissions; or car washes. Gasoline service
stations shall not include game rooms, game arcades, major repair shops, body shops, paint shops, or
paint booths.
C. Gasoline service stations shall maintain a separation distance of four thousand five hundred (4,500) feet.
This distance requirements shall be measured from property line to property line of another gasoline
service station.
D. Design standards for gasoline service stations are shown in the table below.
Standards for Gasoline Service Stations
Development Feature Standard
Minimum setbacks:
Principal building and/or gas 40 feet
pumps and canopy, where side and
rear lot lines are abutting
residentially zoned property
Principal building, side and rear lot 25 feet
lines, all other zoning districts
Access requirements for corner lots Access drives shall be a minimum of 20 feet from the intersection of
street right-of-way lines
Buffer, adjacent to residentially Includes a solid wall or solid fence not less than six (6) feet in height in
zoned property addition to the standards set forth in this title.

Analysis of Section 3.2.14 Requirements for Gas Stations:

A. Compliance with Site Design Standards for the C-2 District

As was previously mentioned, it appears from the submitted site plan that all design
standards of the C-2 zoning district would be met. These include the minimum lot width
(100 feet), the minimum setback requirements (50 feet in the front, 10 feet on the sides,
and 20 feet in the rear), and the maximum lot coverage of 70 percent.

B. Types of Activities to Be Included

The proposed convenience store and sale of fuel are among the activities which are
permitted for gas stations.

C. Separation Distance of Four Thousand Five Hundred (4,500) Feet

Four other gas stations are located within the required separation distance of 4,500 feet
from the subject property. Two of them are located within the Rock Quarry Road / Eagles
Landing corridor (the applicant’s stated market area for the proposed gas station and
convenience store) and two gas stations are located within the Hudson Bridge Road
corridor. These are shown by the aerial photo maps on the next two pages of this staff
report. The first aerial photo map shows the 4,500-foot radius around the subject
property. The second aerial photo map is an enlargement of the Rock Quarry Road /

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
16

Eagles Landing Parkway corridor. It shows the locations of two gas stations within that
corridor, which the proposed gas station would serve.

The closest gas station is a Texaco station, which is located south of the subject property
at 1247 Eagles Landing Parkway, situated at the southwest corner of Patrick Henry
Parkway (an extension of Rock Quarry Road) and Eagles Landing Parkway. To the north,
a BP station is located at 901 Rock Quarry Road (Parcel #050-01016011), at the
southwest corner of Rock Quarry Road and Banks Road. Within the Hudson Bridge Road
corridor, a Murphy gas station is located at 1440 Hudson Bridge Road, and a Quik Trip
gas station is located farther to the west, at 1614 Hudson Bridge Road.

The measurements below were made on the Henry County Tax Assessors’ aerial photo
of the vicinity. They show the approximate distances of these four gas stations from the
subject property. The distances were measured from the closest point on the nearest
property line of the subject property to the closest point on the nearest property line of a
nearby gas station.

Within the Rock Quarry Road / Eagles Landing Parkway Corridor:
• Texaco gas station -- Located approximately 1,706 feet from the subject property.
• BP gas station -- Located approximately 4,060 feet from the subject property.

Within the Hudson Bridge Road Corridor:
• Murphy gas station – Located approximately 2,055 feet from the subject property.
• QuikTrip gas station – Located approximately 3,315 feet from the subject property.

Based on these measured distances, the subject property is located less than the
required 4,500 feet from all four of the existing gas stations within the 4,500-foot radius.
However, Text Amendment Case #TX-2024-06 proposes to reduce the required
separation distance between gas stations to 800 feet. No other gas station is currently
located within 800 feet of the subject property. TX-2024-06 is listed on the same
November 12, 2024 City Council meeting agenda as SP-2024-01. Therefore, if TX-2024-
06 is first approved, then it would be possible for SP-2024-01 to also be approved,
provided that other requirements were also met.

D. Design Standards for Gas Stations

The table above from Section 3.2.14 of the UDC lists design standards for gas station
requirements. It states that for properties which are located next to non-residentially-
zoned districts, the principal building must have side and rear yard setbacks of 25 feet.
In addition, access drives must be at least 20 feet from the intersection of street right-of-
way lines, but these distances could not be determined from the site plan.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
17

GAS STATION RADIUS MAP

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
18

GAS STATION DISTANCE MAP
For the Rock Quarry Road / Eagles Landing Corridor

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
19

VI. ANALYSIS #3—REQUIREMENTS FOR SPECIAL USE PERMITS:
STAFF CONSIDERATIONS

Section 9.2.5 of the Stockbridge Unified Development Code (UDC) provides requirements
for the granting of special use permits (formerly known as conditional use permits), and
Subsection 9.2.5(2) lists five (5) issues to be considered, in priority, in the preparation of
a staff report, as are listed below. Each issue is discussed below.

Analysis of Section 9.2.5 Issues for the Granting of Special Use Permits:

a. The proposed use shall not cause traffic congestion or conditions that will
adversely affect nearby properties.

The volume of traffic to be generated by the proposed development and its potential
impacts on the vicinity would be determined by a traffic impact study, which the
applicant has not submitted. However, since Rock Quarry Road is currently being
widened to four lanes by Georgia DOT, projected traffic volumes from undeveloped
properties along Rock Quarry Road, including the subject property, have presumably
been projected and accounted for. The fact that the property is located on a corner lot
with a cul-de-sac turnaround, and that the proposed developed would also have a
secondary access, suggests that the proposed development would cause minimal
traffic congestion. It may be desirable, though, for a traffic signal to be installed at the
intersection of Hospital Drive with Rock Quarry Road since Hospital Drive is a direct
access to Piedmont Hospital and its associated medical buildings, and customers from
the proposed development may be travelling to and from the medical campus.

b. The physical conditions of the site, including topography, drainage and size and
shape, are suitable for the proposed development.

Although the subject property has an unusual shape, the landscape rendering and the
site plan show that there is ample room for the proposed development, with the
remainder of the site to be wooded. Since a narrow strip of wetlands is present along
the western site boundary, the need for a detention pond should be determined.

c. Adequate public facilities are available to serve the proposed use.

The applicant obtained a letter from the Henry County Water Authority, dated July 12,
2024, which stated that water service is available to serve the property, and that
sewage treatment and sewer line capacity are also available to serve the property.

d. The applicant has made a binding agreement for any specific limitations or
conditions necessary to protect the public interest and assure the continued
beneficial use and enjoyment of nearby properties or that no special limitations
are necessary to protect the public.

It is currently unknown as to whether the applicant has made any binding agreements

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
20

to protect the public interest and nearby properties, or whether such protections are
needed.

e. The special use with specific limitations and design features as may have been
required will further the aims of the comprehensive plan and will not be unduly
detrimental to nearby properties.

The proposed commercial uses would further the Comprehensive Plan’s policy to
“encourage development of a rational network of commercial nodes to meet the
service needs of citizens while avoiding unattractive and inefficient strip development
along major roadways. Rather than having separate buildings and strip development
uses along Rock Quarry Road, the proposed retail building would allow for the
cohesive existence of several businesses within a unified development. Further, the
proposed uses may be beneficial by meeting the service needs of drivers who are
already present within the vicinity to visit the hospital, other medical facilities, and
restaurants.

The subject property has a future land use designation of High-Density Residential.
The 2024-2028 Comprehensive Plan states that this designation is meant primarily
for residential developments, but that small commercial or service businesses may
be permitted within such developments. Although the proposed development would
consist of small commercial and service businesses, no residential uses are
proposed, nor are any residential uses located near the subject property. Therefore,
it would be appropriate for the property’s future land use designation to be changed
to Medium-Density Vertical Mixed-Use, which allows C-2 districts.

VII. ANALYSIS #4—USE PERMIT CONSIDERATIONS

Section 9.2.6(A) of the Stockbridge Unified Development Code (UDC) provides
requirements for the granting of use permits, including ten (10) issues to be considered,
in priority, in the preparation of a staff report, as are listed below. For the proposed
development, the “use permit” pertains to a gas station and a convenience store. Each
issue is discussed below and is to be considered by the City Council.

1. Whether the proposed use is consistent with the comprehensive land use
plan adopted by the city council;
The proposed gas station and convenience store represent commercial uses, which
would be compatible with the numerous other commercial uses that are present
within the vicinity. However, commercial uses are not permitted by the subject
property’s future land use designation of High-Density Residential. A Comprehensive
Plan amendment is therefore needed to change the property’s future land use
designation to Medium-Density Mixed-Use.

2. Compatibility with land uses and zoning districts in the vicinity of the
property for which the use permit is proposed;
City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
21

The proposed gas station and convenience store would be compatible with the
surrounding commercial uses (restaurants and retail stores), and the property’s C-2
zoning is compatible with the C-2 zoning of the adjacent properties to the north and
south.

3. Whether the proposed use may violate local, State and/or Federal statutes,
ordinances or regulations governing land development;

No such violations have been identified.

4. The effect of the proposed use on traffic flow, vehicular and pedestrian, along
adjoining streets;

The forthcoming widening of Rock Quarry Road should serve to improve traffic flow
within the vicinity, and to provide pedestrian access.

5. The location and number of off-street parking spaces;
The applicant plans to provide one more parking space than is required, for a total
of 51 spaces. This would include parking spaces in front of the convenience store,
at the pumps, and close to Rock Quarry Road.

6. The amount and location of open space;

The proposed pervious area (open space) would be 78.4 percent, according to the
data on the site plan. This would exceed the required 30 percent for the C-2 district.

7. Protective screening;

The applicant’s letter of intent states that screening would be provided around the
proposed trash dumpster, which would be fully enclosed with opaque gates.

8. Hours and manner of operation;

The proposed gas station and convenience store would be open for twenty-four
hours per day. This is not anticipated to be a problem since no residential uses are
located next to the subject property.

9. Outdoor lighting; and

The applicant’s letter of intent states that generous outdoor lighting systems would
be used for the safety and security of the patrons and employees, and that
measures would be taken to ensure that no unreasonable glare would be emitted to
the surrounding area.

10. Ingress and egress to the property.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
22

Since the subject property is located on a corner lot with a cul-de-sac turnaround,
and since a secondary access would also be provided, no traffic congestion
emanating from the proposed uses is anticipated.

VIII. STAFF CONCLUSIONS

As a result of the foregoing three types of analyses, the Planning & Zoning Staff makes
the following conclusions:

1. Facades—The submitted architectural renderings suggest that the proposed building
would be constructed of brick, but it is not clear as to whether all four sides would be
brick, as is required by Section 2.5.2(C)(2) of the UDC for Select Uses within the PMU
Parkway Overlay District.

2. Canopies—The submitted architectural renderings show that the gasoline pumps
would have a covered canopy over them, but that the electric charging stations would
not have one. Both types of facilities are required to have a canopy, in compliance with
the requirements of Section 2.5.2(C)(2) of the UDC for Select Uses within the PMU
Overlay District.

3. Access Requirements—To meet the access requirements of Section 3.2.14 of the
UDC, access driveways must be located at least 20 feet from the intersection of street
right-of-way lines.

4. Buffers--The 25-foot buffers which are required by Section 3.2.14 of the UDC for gas
stations that are located next to non-residentially-zoned properties have not been
indicated on the submitted site plan.

5. Separation Distance Requirements—The proposed gas station would not be located
within the minimum separation distance of 4,500 feet away from two other gas stations
within the vicinity, as is required by Section 3.2.14 of the UDC for gas stations.
However, as was previously mentioned, if Text Amendment Case #TX-2024-06 is first
approved to reduce the required separation distance between gas stations to 800 feet,
then SP-2024-01 could also be approved (provided that other requirements are also
met) since no other gas station is currently located within 800 feet of the subject
property.

6. Types of Uses—Gas stations, convenience stores, and retail shops are all permitted
types of uses within the C-2 zoning district. The specific types of retail tenants to be
included within the proposed retail center would need to be allowable uses within the
PMU Overlay District, and not be subject to any distance or numerical restrictions.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
23

IX. STAFF RECOMMENDATIONS

In view of the aforementioned conclusions for SP-2024-01 on Parcel #032-01030012 on
Rock Quarry Road, although Conclusions #1, #2, and #3 could possibly be rectified,
Conclusion #4 cannot be rectified as long as the four existing gas stations within the
4,500-foot radius continue to operate at their current locations. However, if TX-2024-06
is first approved to reduce the required gas station separation distance to only 800 feet,
then SP-2024-01 could be approved. Therefore, the Planning & Zoning Staff recommends
APPROVAL WITH CONDITIONS for SP-2024-01, with the following conditions:

1. Prior Approval of TX-2024-06--Text Amendment Case #TX-2024-06 to reduce the
required gas station separation distance to 800 feet must first be approved.

2. Comprehensive Plan Amendment Approval--The applicant shall apply and be
approved for a Comprehensive Plan Amendment to change the subject property’s
future land use designation from High-Density Residential to Medium-Density Mixed-
Use.

3. Façade Materials--The proposed building shall be constructed of brick on all four
sides, in compliance with the requirements of Section 2.5.2(C)(2) of the UDC for Select
Uses within the PMU Overlay District.

4. Property Access--The access requirements of Section 3.2.14 of the UDC shall be
met.

City of Stockbridge, GA Community Dev. Dept. / SP-2024-01 Staff Report / November 21, 2024
LEGAL DESCRIPTION
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, CONTAINING 4.3664 ACRES, MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED
BY FOR EAGLES LANDING FAMILY PRACTICE, BY ROLAND MCCANN, GEORGIA REGISTERED LAND SURVEYOR, DATED
5/14/02, REVISED MAY 16, 2002, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LINE TABLE
LINE BEARING DISTANCE BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 253.1 FEET
L1 S 81°43'48" W 27.81' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF
SAID RIGHT-OF-WAY WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE SOUTHERLY ALONG
L2 N 35°00'41" E 18.56' THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE THEREOF, 237.97 FEET
L3 S 88°52'17" E 18.37' TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST, 159.03 FEET TO AN IRON PIN; THENCE
ALONG AN ARC A DISTANCE OF 243.68 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 ALONG A BEARING OF SOUTH 25
DEGREES 21 MINUTES 59 SECONDS WEST AND A CHORD DISTANCE OF 107.53 FEET TO AN IRON PIN; THENCE SOUTH 14
DEGREES 32 MINUTES 38 SECONDS EAST, 125.48 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 59 MINUTES 40
SECONDS WEST, 300.99 FEET TO AN IRON PIN; THENCE NORTH 06 DEGREES 25 MINUTES 44 SECONDS WEST, 182.84
FEET TO AN IRON PIN; THENCE NORTH 09 DEGREES 20 MINUTES 32 SECONDS WEST, 283.22 FEET TO AN IRON PIN;
THENCE SOUTH 72 DEGREES 03 MINUTES 42 SECONDS EAST, 131.54 FEET TO AN IRON PIN; THENCE NORTH 74
DEGREES 28 MINUTES 12 SECONDS EAST, 181.09 FEET TO AN IRON PIN; THENCE SOUTH 88 DEGREES 53 MINUTES 25
SECONDS EAST, 229.64 FEET TO AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY
ROAD AND THE POINT OF BEGINNING.

TOGETHER WITH:
AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.4 710 ACRES, MORE OR LESS, AS SHOWN AND
DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES LANDING FAMILY PRACTICE BY ROLAND MCCANN,
0' 40' 80' 120' REGISTERED LAND SURVEYOR, DATED 5/14/02, REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
THIS
BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 491.07 FEET SURVEY
SCALE:1"=40' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF

PROPOSED GDOT REQUIRED R/W
SAID RIGHT-OF-WAY LINE WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE CONTINUING
SOUTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE
CURVE TABLE THEREOF, 60.00 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST 159.07 FEET TO AN
IRON PIN; THENCE ALONG AN ARC A DISTANCE OF 314.16 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 TO A POINT;
CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING THENCE NORTH 81 DEGREES 43 MINUTES 48 SECONDS EAST 159.03 FEET TO THE POINT OF BEGINNING.

C-1 1503.00' 119.23' 237.97' 9°04'18" 3°48'44" 237.72' S 03°54'25" E
C-2 60.00' -121.12' 243.69' 232°42'15" 95°29'35" 107.53' S 25°21'59" W
C-3
C-4
1503.00'
60.00'
30.01'
39.94'
60.00'
70.47'
2°17'15"
67°17'48"
3°48'44"
95°29'35"
60.00'
66.49'
N 08°19'12" W
S 55°21'58" W LEGAL DESCRIPTION
C-5 1896.00' 113.71' 227.15' 06°51'52" 03°01'19" 227.01' N 04°28'15" W ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
HENRY COUNTY, GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

Phone 770-957-4614 / Email office@ironstonesurveying.com
COMMENCING AT A POINT FORMED BY THE EXISTING SOUTHERLY RIGHT-OF-WAY OF NORTH PARK LOCATION MAP
TRAIL (60' R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W);

96 Ernest Biles Drive, Jackson, Georgia 30233
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
N/F BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY ALONG A CURVE HEREBY
N/F N/F
OVADJE, LEO KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF 1503.00',
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 9531 PG 188 BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72', TO A
DB 5504 PG 185 DB 8820 PG 251 POINT HEREBY KNOWN AS "AE-1"; THENCE S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT;
ZONED C-2
ZONED C-2 ZONED C-2 THENCE ALONG A CURVE HEREBY KNOWN AS "C-2", TURNING TO THE LEFT WITH AN ARC LENGTH OF
243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
CHORD LENGTH OF 107.53', TO A POINT; THENCE S14°32'38"E A DISTANCE OF 125.48 FEET TO A POINT;
S 88°52'17"E 755
229.88' L3 THENCE S81°59'40"W A DISTANCE OF 300.99 FEET TO A POINT; THENCE N06°25'44"W A DISTANCE OF
182.84 FEET TO A POINT; THENCE N09°20'59"W A DISTANCE OF 56.74 FEET TO A POINT; THENCE
S 72
°03' °28'12" N09°20'32"W A DISTANCE OF 283.22 FEET TO A POINT; THENCE S72°03'42"E A DISTANCE OF 131.54
42" N 74 FEET TO A POINT; THENCE N74°28'12"E A DISTANCE OF 181.09 FEET TO A POINT; THENCE S88°52'17"E
E 09'
181.
745
131 750 A DISTANCE OF 229.88 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN
.5 4' 0 AREA OF 4.363 ACRES, MORE OR LESS.
74

TOGETHER WITH:
735
745 AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
740 ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT,
750 D R/W HENRY COUNTY, GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.471 ACRES,
MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES

PROPOSED GDOT REQUIRE
LANDING FAMILY PRACTICE BY ROLAND MCCANN, REGISTERED LAND SURVEYOR, DATED 5/14/02,
73
0 C- 5 REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

EXISTING R/W C- 1
73 BEGINNING AT A POINT PREVIOUSLY DESCRIBED AS "AE-1", LOCATED ON THE EXISTING WESTERLY

N 09°2
740 RIGHT-OF-WAY OF ROCK QUARRY ROAD, 490.97 FEET SOUTHERLY AS MEASURED ALONG SAID
RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF SAID RIGHT-OF-WAY LINE
WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE DEPARTING SAID

0'32"W
N/F RIGHT-OF-WAY S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT FEET TO A POINT; THENCE
745 ALONG A CURVE PREVIOUSLY DESCRIBED AS "C-2", TURNING TO THE LEFT, WITH AN ARC LENGTH OF
CITY OF STOCKBRIDGE
5 243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
DB 14392 PG 235 73
CHORD LENGTH OF 107.53' TO A POINT; THENCE ALONG A COMPOUND CURVE HEREBY KNOWN AS
ZONED C-2 "C-4", TURNING TO THE LEFT, WITH AN ARC LENGTH OF 70.47', WITH A RADIUS OF 60.00', BEING
750
SUBTENDED BY A CHORD BEARING OF N55°21'58"E, WITH A CHORD LENGTH OF 66.49' TO A POINT;
730 735 THENCE N81°43'48"E A DISTANCE OF 159.07 FEET TO A POINT ON THE EXISTING RIGHT-OF-WAY OF

283.22

ALTA/NSPS LAND TITLE SURVEY
TRACT A
ROCK QUARRY ROAD; THENCE NORTHWESTERLY ALONG A CURVE HEREBY KNOWN AS "C-3",
TURNING TO THE RIGHT WITH AN ARC LENGTH OF 60.00', WITH A RADIUS OF 1503.00', BEING
SUBTENDED BY A CHORD BEARING OF N08°19'12"W, WITH A CHORD LENGTH OF 60.00', TO A POINT,

STRUCTIO

IN LAND LOT 13, DISTRICT 6, HENRY COUNTY, GEORGIA
740 WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN AREA OF 0.471 ACRES, MORE OR LESS.

GDOT CON
735 750 LESS "TRACT A"
74
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
73
5 HENRY COUNTY, GEORGIA, AS SHOWN ON THAT CERTAIN SET OF GEORGIA DEPARTMENT OF
TRANSPORTATION (GDOT) PLANS FOR PROJECT NUMBER 0015090, TITLED "RIGHT OF WAY OF
PROPOSED ROCK QUARRY ROAD WIDENING HENRY COUNTY" APPROVED ON 06/16/2020 AND LAST
N C/L
730 L2 UPDATED ON 04/01/2022 MORE PARTICULARLY DESCRIBED AS FOLLOWS:
735
745 159.03' COMMENCING AT A POINT FORMED BY THE SOUTHERLY RIGHT-OF-WAY OF NORTH PARK TRAIL (60'
L1
AE-1
R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W); THENCE

FOR GMI 2, INC.
'48" ION C/L
S 81°43 TRUCT
ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
740 ONS
GDOT C BEGINNING; THENCE CONTINUING ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY ALONG A CURVE
75
C- 3 HEREBY KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF
735 1503.00', BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72',
735 TO A POINT HEREBY KNOWN AS "AE-1"; THENCE DEPARTING SAID RIGHT-OF-WAY S81°43'48"W A
DISTANCE OF 27.81 FEET TO A POINT ON THE PROPOSED WESTERLY RIGHT-OF-WAY OF ROCK
QUARRY ROAD; THENCE ALONG SAID PROPOSED WESTERLY RIGHT-OF-WAY N35°00'41"E A DISTANCE
745 OF 18.56 FEET TO A POINT; THENCE CONTINUING ALONG SAID PROPOSED RIGHT-OF-WAY ALONG A

N 09°2
CURVE TURNING TO THE RIGHT, WITH AN ARC LENGTH OF 227.15', A RADIUS OF 1,896.00', BEING
735
730 C- 2 SUBTENDED BY A CHORD BEARING OF N04°28'15"W, WITH A CHORD LENGTH OF 227.01' TO A POINT;
9.07' THENCE DEPARTING SAID PROPOSED RIGHT-OF-WAY S88°52'17"E A DISTANCE OF 18.37 FEET TO A

0'59"W
'4 8" E 15 POINT ON THE EXISTING RIGHT-OF-WAY OF ROCK QUARRY ROAD, SAID POINT BEING THE POINT OF
N 81°43
BEGINNING.
73
0 SAID LAND HAVING OR 0.090 ACRES, MORE OR LESS.
N/F
73
740 DIAZ INVESTMENT INC.

56.74'
4 DB 10879 PG 117
ZONED C-2
745

730
S 14 SCHEDULE B-II EXCEPTIONS
°32'3
73
0 8"E

N 06°25'4
735

182.84'
740

125.
4"W 745 48'
ORIGINAL PLAT DATE
05/03/2021
SCALE
N/F 1" = 40'
KILLEARN PROPERTIES INC DRAWN BY
OF GEORGIA
RCL/SJL
DB 8729 PG 319 CHECKED BY
ZONED C-2 73 JBP
300.99'
ORIGINAL FIELD DATE
'40"W
S 81°59 04/27/2021
CREW
N/F RL/AL
MANISH INC. FIELD BOOK
DB 3717 PG 253 FIELD SKETCH
ZONED C-2
JOB NO.
210145
DWG NO.
210145-RCL-A
SHEET
1 of 1
Engineering Division

July 12, 2024

Re: Water and Sewer Services - Availability
Proposed Development: Food Mart with Fuel Sales
Property Information: Off Rock Quarry Road, Parcel No. 032-01030012
LL 13; District 6; 4.36+/- acres
Zoning: C-2 (City of Stockbridge)
Sewer Basin: Walnut Creek
Watershed Basin: Big Cotton Indian Creek

TO WHOM IT MAY CONCERN:

You have requested that this Authority provide you with information concerning the present
availability of water and sewer services to the above-described property. This letter is being
provided for informational purposes only and will not act to reserve water capacity to you or the
property and will not create any liability to the Authority. The information contained in this letter
will remain in effect for a period of 365 days from the date of this letter unless subsequently
notified in writing by the Authority. The information provided herein is based upon the above-
stated zoning of the property. Any deviation in zoning that would increase density or usage above
that evaluated by the Authority will automatically void the information provided herein and will
require a separate re-evaluation by this Authority.

Water service is available to the property described above. A fire flow test calculated in the area
revealed the following data:

Static: 124 psi
Residual: 114 psi
Flow 1635 gpm
Calculated Flow @ 20 psi: 5790 gpm

As shown, these results are above the minimum adopted standards of 20 psi residual pressure at
1000 gpm for said proposed commercial development as established by the Henry County Board
of Commissioners.

Sewage treatment and sewer line capacity are presently available to the property.

The Authority provides water and sewer services where capacity is available on a first-come, first
served basis. Each customer, developer, and property owner must also comply with the rules,
regulations, and ordinances of the Authority.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
The Authority will reevaluate the availability of water and sewer services to the property at the
time that the development plans are submitted. If there are any additional requirements, or if water
or sewer capacity is not available, you will be notified in writing.

This letter was prepared with information submitted to HCWA on a Site Plan dated 06/10/2024
prepared by LJA.
Digitally signed
by Scott Sage, P.E.
Date: 2024.07.12
13:35:04 -04'00'
Scott Sage, P. E.
Engineering Division Manager
Henry County Water Authority
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-03. Consideration of a Comprehensive Plan Amendment
request to change the future land use designation of Parcel #S07-01006000 on the east side of Brush Creek Court
from Low-Density Mixed-Use to Medium-Density Residential to allow for a townhome development with 20 units. The
development would represent Phase 2 of the Brush Creek Commons development on Parcel #S07A01100000 on the
west side of Brush Creek Court. Applicant: Pivotal Enterprises, LLC, c/o Battle Law, P.C.

BACKGROUND INFORMATION:
Phase 1 of the Brush Creek Commons townhome development, which will have 41 units, is
currently under construction. Staff recommendation—Approval. Planning Commission action on
November 21, 2024—Approval.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
CP-2024-03 for PARCEL #S07-01006000 ON THE EAST SIDE OF BRUSH CREEK COURT.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: APPROVAL.

Staff Signature

Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID S07-01006000 Class C Owner PIVOTAL ENTERPRISES Land $126,500
Property Acreage 2.53 Address LLC Value: Last 2 Sales
Address 1705 ENTERPRISE WAY Building $0 Date Price
Reason Qual
District City/Stockbridge STE S-100 Value: MULTI
3/22/2021 $387,000 U
MARIETTA GA 30067 Misc $0 PARCEL
Value: PART
12/17/2013 $57,500 U
Total $126,500 INT
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 10/23/2024
Last Data Uploaded: 10/23/2024 1:12:28 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

147 ft

Parcel ID S07-01006000 Class C Owner PIVOTAL ENTERPRISES Land $126,500
Property Acreage 2.53 Address LLC Value: Last 2 Sales
Address 1705 ENTERPRISE WAY Building $0 Date Price
Reason Qual
District City/Stockbridge STE S-100 Value: MULTI
3/22/2021 $387,000 U
MARIETTA GA 30067 Misc $0 PARCEL
Value: PART
12/17/2013 $57,500 U
Total $126,500 INT
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 10/23/2024
Last Data Uploaded: 10/23/2024 1:12:28 AM

Developed by
Comprehensive Plan Amendment,
BRUSH CREEK COURT Rezoning, and Zoning Modification
S07-01006000 to allow for 19 Townhome Units
AERIAL/SATELLITE IMAGE GOES HERE
Life Storage

QuikTrip Villas 52
Apartments

Waffle House
ZONING MAP AND FUTURE LAND USE MAP
Previously Approved Brush
Creek Plan
40' 0 40' 80' 120' 160'

SH GRAPHIC SCALE: 1" = 40'
IE
LD

FIND US ON THE WEB AT WWW.SEILERASSOC.COM
BRUSH CREEK CT S
N RO
HE AD
NR
BL
VD
SITE

GRID NORTH
NAD 83 (2011)
GA WEST ZONE
BR
PL USH
AT C
VICINITY MAP BO RE
NOT TO SCALE OK EK
63 CO 1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON

PA UR
TRAVERSING EQUIPMENT, A 200 FOOT TAPE, AND SPECTRA
PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN
GE T 5 THE ANGULAR AND LINEAR MEASUREMENTS FOR THIS SURVEY.

S 2 0'
99 R/W
2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A
CLOSURE PRECISION OF ONE FOOT IN 18,663 FEET, AND AN
-30 ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS

PIVOTAL ENTERPRISES, LLC
8 ADJUSTED USING THE COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 59 AND OF THE 12TH LAND DISTRICT, CITY OF
FOUND TO BE ACCURATE WITHIN ONE FOOT IN 536,313 FEET.

CITY OF STOCKBRIDGE,
STOCKBRIDGE, HENRY COUNTY, GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY
COMMENCING AT A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”); AT THE
POINT ON THE SUBJECT PROPERTY.
INTERSECTION OF THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD (60 FOOT RIGHT-OF-WAY) AND THE LINE
COMMON TO LAND LOTS 59 AND 70;

BOUNDARY SURVEY
5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS
NETWORK.
THENCE LEAVING THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD AND RUNNING ALONG SAID LINE COMMON TO
LAND LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST, 16.54 FEET TO A 1/2” REBAR & SURVEYOR'S
6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF
CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
1983 READJUSTED IN 2011 (NAD83 (2011)). THE VERTICAL DATUM IS
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 22 DEGREES 25 MINUTES 43 SECONDS WEST,
0.89 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY
TO THE CORRECTNESS OR ACCURACY OF THE UNDERGROUND
THENCE NORTH 74 DEGREES 01 MINUTES 24 SECONDS WEST, 10.26 FEET TO A POINT;
UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE
UTILITY PROTECTION CENTER (800-282-7411) PRIOR TO ANY

(HENRY COUNTY), GEORGIA
FOR
THENCE NORTH 80 DEGREES 57 MINUTES 45 SECONDS WEST, 33.60 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
DIGGING.
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
8. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A
THENCE NORTH 87 DEGREES 19 MINUTES 37 SECONDS WEST, 107.41 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
TITLE REPORT WHICH MAY REVEAL ADDITIONAL CONVEYANCES,
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.
THENCE NORTH 87 DEGREES 45 MINUTES 52 SECONDS WEST, 117.86 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE NORTH 86 DEGREES 47 MINUTES 59 SECONDS WEST, 112.38 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE SOUTH 87 DEGREES 19 MINUTES 26 SECONDS WEST, 19.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE NORTH 86 DEGREES 39 MINUTES 29 SECONDS WEST, 3.54 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
1. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK
THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, 20.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP (STAMPED
COMMONS BY LAND ENGINEERING AND DEVELOPMENT DATED
“SEILER & ASSOCIATES LSF #390 GEORGIA”) SET ON THE LINE COMMON TO LAND LOTS 59 AND 70;
JANUARY 25, 2005 (LAST REVISED 3-17-06).
2. FINAL SUBDIVISION PLAT FOR BRUSH CREEK COMMONS
THENCE ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST,
PREPARED BY SEILER AND ASSOCIATES RECORDED IN PLAT
609.38 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”) AND THE
BOOK 63 PAGES 299-308.
POINT OF BEGINNING;

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, SOUTH 00 DEGREES 04 MINUTES 27 SECONDS WEST,
388.88 FEET TO A 1/2” REBAR FOUND;

THENCE SOUTH 39 DEGREES 01 MINUTES 07 SECONDS WEST, 137.44 FEET TO A 1/2” REBAR FOUND;

THENCE NORTH 50 DEGREES 27 MINUTES 40 SECONDS WEST, 321.53 FEET TO A 1/2” REBAR & SURVEYOR'S CAP
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”) SET ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
NO
CREEK COURT (50 RIGHT OF WAY PER FINAL SUBDIVISION PLAT OF BRUSH CREEK COMMONS, PLAT BOOK 63 PAGE 299,
HENRY COUNTY, GEORGIA RECORDS);
RT
THENCE ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, NORTH 38 DEGREES 46 MINUTES
28 SECONDS EAST, 193.44 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
HE
GEORGIA”); N
(R S R 5-3-24tbd
THENCE CONTINUING ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, 16.90 FEET ALONG
/W .R. Y P
VA 42 ARK
THE ARC OF A CURVE TO THE RIGHT, (SAID CURVE HAVING A RADIUS OF 125.00 FEET AND A CHORD OF NORTH 42
DEGREES 38 MINUTES 52 SECONDS EAST, 16.89 FEET) TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”);

RI W
AY
THENCE LEAVING THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, NORTH 46 DEGREES 31 MINUTES
16 SECONDS EAST, 186.75 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 ES
GEORGIA”);
THENCE SOUTH 89 DEGREES 21 MINUTES 00 SECONDS EAST, 66.90 FEET TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL OF LAND CONTAINING 2.2882 ACRES (99,672 SQUARE FEET).

BRUSH CREEK COURT (50' R/W)
PLAT BOOK 63 PAGES 299-308
SURVEYOR'S CERTIFICATION
THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY
BOUNDARIES. THE RECORDING INFORMATION OF THE DOCUMENTS, MAPS, PLATS, OR OTHER
INSTRUMENTS WHICH CREATED THE PARCEL OR PARCELS ARE STATED HEREON. RECORDATION OF
THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS,
COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR
PURPOSE OF THE LAND. FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS
PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA
AS SET FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF REGISTRATION FOR
PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECTION 15-6-67.

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D
EFFECTIVE DATE: OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING
ONLY, NO PORTION(S) OF THIS PROPERTY LIE WITHIN A SPECIAL
tbd 5-3-24 FLOOD HAZARD AREA ZONE AE OF THE FLOOD INSURANCE RATE
MAP FOR HENRY COUNTY, GA.
KEITH R. SEILER DATE
GEORGIA REGISTRATION NO. 2388
MEMBER NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS (NSPS) Copyright 2024
MEMBER SURVEYING & MAPPING SOCIETY OF GEORGIA (SAMSOG)

P.O.C INSET
SCALE 1" = 60'
/(*$/'(6&5,37,21

ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 59 AND
OF THE 12TH LAND DISTRICT, CITY OF STOCKBRIDGE, HENRY COUNTY,
GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”); AT THE INTERSECTION OF THE WESTERN
RIGHT-OF-WAY LINE OF SHIELDS ROAD (60 FOOT RIGHT-OF-WAY) AND THE
LINE COMMON TO LAND LOTS 59 AND 70;

THENCE LEAVING THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD AND
RUNNING ALONG SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89
DEGREES 25 MINUTES 38 SECONDS WEST, 16.54 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 22
DEGREES 25 MINUTES 43 SECONDS WEST, 0.89 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE NORTH 74 DEGREES 01 MINUTES 24 SECONDS WEST, 10.26 FEET TO A
POINT;

THENCE NORTH 80 DEGREES 57 MINUTES 45 SECONDS WEST, 33.60 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 87 DEGREES 19 MINUTES 37 SECONDS WEST, 107.41 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 87 DEGREES 45 MINUTES 52 SECONDS WEST, 117.86 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 86 DEGREES 47 MINUTES 59 SECONDS WEST, 112.38 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE SOUTH 87 DEGREES 19 MINUTES 26 SECONDS WEST, 19.09 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 86 DEGREES 39 MINUTES 29 SECONDS WEST, 3.54 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);
THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, 20.09 FEET TO A
1/2” REBAR & SURVEYOR'S CAP (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”) SET ON THE LINE COMMON TO LAND LOTS 59 AND 70;

THENCE ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89
DEGREES 25 MINUTES 38 SECONDS WEST, 609.38 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”)
AND THE POINT OF BEGINNING;

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, SOUTH 00
DEGREES 04 MINUTES 27 SECONDS WEST, 388.88 FEET TO A 1/2” REBAR
FOUND;

THENCE SOUTH 39 DEGREES 01 MINUTES 07 SECONDS WEST, 137.44 FEET TO
A 1/2” REBAR FOUND;

THENCE NORTH 50 DEGREES 27 MINUTES 40 SECONDS WEST, 321.53 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”) SET ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
CREEK COURT (50 RIGHT OF WAY PER FINAL SUBDIVION PLAT OF BRUSH
CREEK COMMONS, PLAT BOOK 63 PAGES 299-308, HENRY COUNTY, GEORGIA
RECORDS);

THENCE ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK
COURT, NORTH 38 DEGREES 46 MINUTES 28 SECONDS EAST, 193.44 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE CONTINUING ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF
BRUSH CREEK COURT, 16.90 FEET ALONG THE ARC OF A CURVE TO THE
RIGHT, (SAID CURVE HAVING A RADIUS OF 125.00 FEET AND A CHORD OF
NORTH 42 DEGREES 38 MINUTES 52 SECONDS EAST, 16.89 FEET) TO A 1/2”
REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”);

THENCE LEAVING THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
CREEK COURT, NORTH 46 DEGREES 31 MINUTES 16 SECONDS EAST, 186.75
FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”);

THENCE SOUTH 89 DEGREES 21 MINUTES 00 SECONDS EAST, 66.90 FEET TO
THE POINT OF BEGINNING.

SAID TRACT OR PARCEL OF LAND CONTAINING 2.2882 ACRES (99,672 SQUARE
FEET).
STATEMENT OF INTENT

and

Other Material Required by
Stockbridge Zoning Ordinance
For
A Future Land Use Amendment from LDMU to MDR
and
A Rezoning from C2 to MFR

of

Pivotal Enterprises, LLC
c/o Battle Law, P.C.

for

+/- 2.28 Acres of Land
Being Brush Creek Court
Stockbridge, Georgia and
Parcel Nos. S07-01006000

Submitted for Applicant by:

Michèle L. Battle, Esq.
Joshua S. Mahoney, Esq.
Battle Law, P.C.
Habersham at Northlake, Building J, Suite 100
Tucker, Georgia 300384
(404) 601-7616 Phone
(404) 745-0045 Facsimile
mlb@battlelawpc.com

3562 Habersham at Northlake • Buildingbattlelawpc.com
J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
I. LETTER OF INTENT

Pivotal Enterprises, LLC (the “Applicant”) is seeking to develop  WRZQKRPHXQLWVon
+/- 2.28 acres of land being Tax Parcel No. S07-01006000 having frontage on Brush Creek
Court (the “Subject Property”). The Applicant is seeking a future land use map designation
change to MDR and a rezoning of the Subject Property to MFR. These two changes will allow for
the property to be unified with the existing adjacent Brush Creek Commons development.
As currently zoned, the Subject Property has no reasonable economic use because the
commercial requirements of its current zoning are not supported by its hidden position
behind another commercial development. Adding 20 townhome units to the Brush Creek
Commons HOA will spread the burden of maintaining the community’s amenities. This
document serves as a statement of intent and contains notice of constitutional allegations as a
reservation of the Applicant’s rights.

II. NOTICE OF CONSTITUTIONAL ALLEGATIONS AND PRESERVATION
OF CONTITUTIONAL RIGHTS

The portions of the Stockbridge Zoning Ordinance, facially and as applied to the Subject Property,
which restrict or classify or may restrict or classify the Subject Property so as to prohibit its
development as proposed by the Applicant are or would be unconstitutional in that they would
destroy the Applicant’s property rights without first paying fair, adequate and just compensation
for such rights, in violation of the Fifth Amendment and Fourteenth Amendment of the
Constitution of the United States and Article I, Section I, Paragraph I of the Constitution of the
State of Georgia of 1983, Article I, Section III, Paragraph I of the Constitution of the State of
Georgia of 1983, and would be in violation of the Commerce Clause, Article I, Section 8, Clause
3 of the Constitution of the United States.

The application of the Stockbridge Zoning Ordinance to the Subject Property which restricts its
use to any classification other than that proposed by the Applicant is unconstitutional, illegal, null
and void, constituting a taking of Applicant’s Property in violation of the Just Compensation
Clause of the Fifth Amendment to the Constitution of the United States, Article I, Section I,
Paragraph I, and Article I, Section III, Paragraph I of the Constitution of the State of Georgia of
1983, and the Equal Protection and Due Process Clauses of the Fourteenth Amendment to the
Constitution of the United States denying the Applicant an economically viable use of its land
while not substantially advancing legitimate state interests.

A denial of this Application would constitute an arbitrary irrational abuse of discretion and
unreasonable use of the zoning power because they bear no substantial relationship to the public
health, safety, morality or general welfare of the public and substantially harm the Applicant in
violation of the due process and equal protection rights guaranteed by the Fifth Amendment and
Fourteenth Amendment of the Constitution of the United States, and Article I, Section I, Paragraph
I and Article I, Section III, Paragraph 1 of the Constitution of the State of Georgia.

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
A refusal by the Stockbridge City Council to amend the land use and/or rezone the Subject Property
to the classification as requested by the Applicant would be unconstitutional and discriminate in
an arbitrary, capricious and unreasonable manner between the Applicant and owners of similarly
situated property in violation of Article I, Section I, Paragraph II of the Constitution of the State
of Georgia of 1983 and the Equal Protection Clause of the Fourteenth Amendment to the
Constitution of the United States. Any future land use map amendment or rezoning of the Property
subject to conditions which are different from the conditions requested by the Applicant, to the
extent such different conditions would have the effect of further restricting Applicant’s utilization
of the property, would also constitute an arbitrary, capricious and discriminatory act in zoning the
Subject Property to an unconstitutional classification and would likewise violate each of the
provisions of the State and Federal Constitutions set forth hereinabove.

A refusal to allow the future land use map amendment or rezoning in question would be unjustified
from a fact-based standpoint and instead would result only from constituent opposition, which
would be an unlawful delegation of authority in violation of Article IX, Section II, Paragraph IV
of the Georgia Constitution.

A refusal to allow the future land use map amendment or rezoning in question would be invalid
inasmuch as it would be denied pursuant to an ordinance which is not in compliance with the
Zoning Procedures Law, O.C.G.A Section 36-66/1 et seq., due to the manner in which the
Ordinance as a whole and its map(s) have been adopted.

The existing land use designation and/or zoning classification on the Subject Property is
unconstitutional as it applies to the Subject Property. This notice is being given to comply with
the provisions of O.C.G.A. Section 36-11-1 to afford the County an opportunity to revise the
Property to a constitutional classification. If action is not taken by the County to rectify this
unconstitutional land use designation and/or zoning classification within a reasonable time, the
Applicant is hereby placing the County on notice that it may elect to file a claim in the
Superior Court of +HQU\ County demanding just and adequate compensation under Georgia
law for the taking of the Subject Property, diminution of value of the Subject Property,
attorney’s fees and other damages arising out of the unlawful deprivation of the Applicant’s
property rights.

Michele L. Battle, Esq.
Attorney for the Applicant

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
CITY OF STOCKBRIDGE
4640 NORTH HENRY BOULEVARD
STOCKBRIDGE, GEORGIA 30281
PHONE 770 -389-7901 FAX 770-692-2690

April 10,2024

To Whom It May Concern:

This is to verify that the City of Stockbridge services water and sewer for
Brush Creek Subdivision.

If you have any questions, please call the Utility Billing Department in
City Hall at 770-389-7901.

Thank You

Kimberly Barnett
Utility Billing Supervisor

STAFF REPORT

TO: Mayor and City Council
Planning Commission

FROM: Linda M. Logan, Senior Planner, Planning and Zoning Division

CC: Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024 and December 9, 2024

SUBJECT: Staff Report for Comprehensive Plan Amendment Case #CP-2024-03:
Brush Creek Commons, Phase 2, on the East Side of Brush Creek Court
(Parcel #S07-01006000)

I. PURPOSE
The applicant/developer, Pivotal Enterprises, LLC (represented by Battle Law, P.C.), requests
a Comprehensive Plan Amendment for Parcel #S07-01006000, which is located on the east
side of Brush Creek Court, for the purpose of changing the property’s future land use
designation from Low-Density Mixed-Use to Medium-Density Residential to allow for the
development of twenty (20) townhomes on 2.28 acres via the approval of CP-2024-03. The
applicant also seeks to designate Parcel #S07-01006000 as Phase 2 of the Brush Creek
Commons townhome development on the west side of Brush Creek Court (Phase 1), which
is currently under construction with forty-one (41) townhomes. The applicant wishes to add
Phase 2 to the Phase 1 development in order to create one community. By having more
homeowners to share in the cost of the HOA for Phase 1, this would reduce the tax burden of
the Brush Creek Commons, Phase 1 residents. The applicant/developer had considered
making the Phase 2 site an entirely separate development, but this would require that Phase
2 have its own amenities and its own HOA.

The applicant has also submitted two other relevant applications, as are listed below. If CP-
2024-03 is approved, the property may also be rezoned via RZ-2024-03.

~ Rezoning Case #RZ-2024-03—The applicant requests that Parcel #S07-01006000
be rezoned from C-2 (General Commercial) to MFR (Multiple-Family Residential).

~ Zoning Modification Case #ZM-2024-01—The applicant requests that Parcel
#S07-01006000 on the east side of Brush Creek Court (the Phase 2 parcel)
becomes a part of the overall Brush Creek Commons townhome development
by combining it with Parcel #S07A01100000 on the west side of Brush Creek

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

Court (the Phase 1 parcel). The approval of ZM-2024-01 would allow the Phase
2 parcel to be developed with 20 townhomes on 2.28 +/- acres as an addition
to the 41 townhomes which are being constructed on the Phase 1 parcel, which
has 15.74 +/- acres (excluding right-of-way areas). The combined development
would have 61 total townhomes on 18.02 +/- acres, for an overall density of 3.39
units per acre.

The filing of the ZM-2024-01 application was necessary to request changes to the Brush
Creek Commons development and site plan which had been approved by City Council on
November 14, 2022 for the applicant’s previous zoning modification case, #ZM-2022-01.
The purpose of ZM-2022-01 was to allow various changes to the site plan and required
amenities that were specified in the original rezoning of the property via Rezoning Case #RZ-
03-04. The approval of ZM-2022-01 was based on a new site plan. A new final plat was
approved by the Community Development Department and then officially recorded on
September 12, 2003 (in Book 63, Pages 299-308) in Henry County Superior Court. An
associated Amendment to a previously-approved Development Agreement was also
approved as an agreement between the City of Stockbridge and the developer for how the
property was to be developed, including certain conditions. The approval of ZM-2022-01
specified a maximum number of 41 units for Brush Creek Commons, along with a
considerable number of required amenities. The applicant had applied for ZM-2022-01 for the
purpose of reducing the number of amenities which were required by the original rezoning of
the property under RZ-03-04 and its associated Development Agreement.

The approved site plan under ZM-2022-01 did not designate Parcel #S07-01006000 for future
development as Phase 2. It was simply shown as vacant land on the Boundary Survey of the
ZM-2022-01 application for Brush Creek Commons. The site plan for the Phase 1
development was officially recorded on September 12, 2023.

Now, Phase 1 is under construction, and the aerial photo of Parcel #S07A01100000 shows
that an individual parcel has been created for each of the 41 approved townhome lots. (Prior
to the creation of the townhome lots, the parent parcel was known as Parcel #S07-01006005.)
Phase 2 would add 20 more units; thus, the entire development would have 61 units if ZM-
2024-01 is approved.

The applicant’s Letter of Intent states that the purpose of ZM-2024-01 is to modify the
Conditions of the original rezoning of the Phase 1 property via RZ-03-04, subject to the
Conditions from Exhibit A, to allow for and include the development of Phase 2. The approval
of ZM-2024-01 would be followed by a third Amendment to the Development Agreement,
which would also contain an amendment to the Declaration of Restrictive Covenants. The
third Amendment to the Development Agreement would need to be approved by City Council.
It would be drafted by the City Attorney or City Zoning Attorney and the applicant’s attorney
as an agreement between the City of Stockbridge and the applicant/developer. The purposes
of the Third Amendment would be the following:

1. Allow the expansion of the boundaries of the previously-approved development for Brush
Creek Commons to include Parcel #S07-01006000.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

2. Allow the increase in the number of townhome lots and units from the previously-approved
maximum of 41 units to 61 units to accommodate 20 more townhome lots and units to be
constructed on Parcel #S07-01006000.
3. Allow the approval of a new overall site plan to include a design for Parcel #S07-1006000.
4. Allow the amenities which were previously-approved for the Phase 1 site plan to also be
used by the residents of the Phase 2 site.
5. Allow the HOA which serves the Phase 1 site to also serve the Phase 2 site.
6. Provide exemptions for the Phase 2 site so that it would not be required to have its own
separate amenities and HOA.

III. ZONING HISTORY

The Brush Creek Commons property was rezoned on July 14, 2003 via Rezoning Case #RZ-
03-04, from R-2 (Single-Family Residential) to RM-2 (Residential Multifamily--Townhomes).
Along with the rezoning was an approved Development Agreement, dated July 21, 2003
(between the City of Stockbridge and Royce Grant), which was approved via Ordinance #03-
60, effective on March 10, 2003. The approval of the rezoning was not an approval of the
conceptual site plan. Its boundaries, though, did show the inclusion of Parcel #S07-01006000,
although it was not marked as Phase 2.

The original Development agreement listed twelve (12) Conditions of approval in Exhibit A.
They specified the specific amenities which the developer was required to provide, as well as
various architectural and other requirements. The developer was also required to meet the
requirements of the RM-2 (Residential-Multifamily-Townhomes) zoning district. RM-2 was
one of the previous zoning districts (along with RM-1 and RM-3) which merged to form the
current MFR (Multifamily Residential) zoning district. Two Amendments to the Development
later were approved for a new property owner, Timberline Group, LLC. The First Amendment,
which was approved on December 3, 2004, imposed the maximum allowable number of
townhome units to be built as forty-one (41). The Second Amendment, which was approved
on August 13, 2007, allowed a variance to reduce the front yard setback requirement to ten
(10) feet.

The Development Agreement made provisions for the future development of Brush Creek
Commons. The original conceptual site plan included the Phase 2 parcel, without designating
it as Phase 2. Paragraph 13, entitled “Future Changes in Development Standards”, states as
follows:
13.

Future Changes in Development Standards

All development regulations, guidelines, standards, rules, and conditions of
the City in effect as of the date of this Agreement and the regulations,
guidelines, standards, rules, and conditions of this Agreement shall control
over any future changes in the City regulations, guidelines, standards, rules,
and conditions.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

Pivotal Enterprises became the new owner of the property, and it applied for a Zoning
Modification via ZM-2022-01, which was approved by City Council on November 14, 2022 via
Ordinance #ZM-2022-01. Its purpose was to allow various changes to the site plan and
required amenities that were specified in the original rezoning of the property via Rezoning
Case #RZ-03-04. The approval of ZM-2022-01 was based on a new site plan which the
applicant had prepared. (The current UDC does not list required amenities for multifamily
projects.) The applicant had cited the presence of floodplains and wetlands, which comprise
5.459 acres of the total 15.74-acre site, as being one of the reasons why some of the
previously-required amenities could not be installed. Other reasons included the anticipated
high HOA maintenance costs and impractical locations. The approval of ZM-2022-01 still
required the development to comply with the remaining zoning conditions of the original RZ-
03-04 rezoning and development agreements.

A more detailed zoning history of the subject property appears in the Appendix of this report.

IV. PROPERTY DATA (TABLE 1)

Descriptive Factor Research Findings
Applicant and Owner Pivotal Enterprises, LLC.
Proposed Development Expansion of the 41-unit Brush Creek Commons
townhome development by adding an adjacent parcel
and developing it with 20 more townhomes.
Parcel Identifications (no • Phase 1 Parcel--S07A01100000 (previously known as
addresses) Parcel #S07-01006005 prior to the creation of the 41
townhome lots). In Land Lots 59 & 71 of District 12.
• Phase 2 Parcel—S07-01006000. In Land Lot 59 of
District 12.
Parcel Acreage • Brush Creek Commons, Phase 1 Parcel—Has 15.74
+/- acres, of which 5.459 acres lie within a floodplain.
• Brush Creek Commons, Phase 2 Parcel--Has 2.28 +/-
acres.
• Combined Sites—18.02 +/- acres.
Environmental Conditions • Brush Creek Commons, Phase 1 Parcel—Is fairly level.
Floodplains and wetlands are present at the rear of the
property near Brush Creek. Townhome construction is
underway.
• Brush Creek Commons, Phase 2 Parcel—Is fairly level,
wooded, and vacant. Property access exists via a 30-
foot Access Easement off North Henry Boulevard to
Brush Creek Court.
Property Access Brush Creek Court, off North Henry Boulevard.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

Current City Zoning Phase 1 Parcel—Zoned ‘MFR’ (Multiple Family
Residential).
Phase 2 Parcel—Zoned ‘C-2’ (General Commercial).
Both Parcels--Are not located in the Parkway Mixed-Use
Overlay District.
Surrounding Zoning • North—MHR (Mobile Home Residential) and SR
(Suburban Residential) districts.
• South—C-2 (General Commercial), MFR (Multiple
Family Residential), and SR (Suburban Residential)
districts.
• East—SR (Suburban Residential) district.
• West—C-3 (Heavy Commercial) and C-2 (General
Commercial) districts.
Future Land Use Designation • Phase 1 Parcel—Medium-Density Residential.
• Phase 2 Parcel—Low-Density Mixed-Use.
Surrounding Land Uses • North—Two mobile home parks and Meadow Ridge
Subdivision.
• South—Commercial uses (QuikTrip and Waffle House)
and an apartment community.
• East—Meadow Ridge Subdivision and individual
single-family residences.
• West—Commercial uses.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH OF BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT SITE
Parcel #S07A01100000
Frontages on Brush Creek Court and Shields Road
Accessed from Brush Creek Court Only

LEGEND: Green—100-Year Flood Pink—500-Year Flood

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH OF BRUSH CREEK COMMONS, PHASE 2
PROPOSED TOWNHOME DEVELOPMENT SITE
Parcel #S07-01006000
Frontages on North Henry Boulevard and Brush Creek Court
Accessed from Brush Creek Court

Green—100-Year Floodplain Area Pink—500-Year Floodplain Area

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH WITH PROPOSED OVERALL BOUNDARY
FOR PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

BOUNDARY SURVEY OF BRUSH CREEK COMMONS, PHASES 1 & 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
10

PROPOSED PHASE 2 ADDITION TO THE PHASE 1 BOUNDARY

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
11

PHASE 1 PROPOSED BOUNDARY EXPANSION

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
12

ORIGINAL CONCEPTUAL SITE PLAN FOR BRUSH CREEK COMMONS
FROM 2003, SHOWING THE INCLUSION OF THE PHASE 2 PARCEL
WITH THE PHASE 1 PARCEL

CONCEPTUAL SITE PLAN PREPARED BY BUNN GRADING COMPANY, INC. IN 2003

BLUE STAR—SITE OF BRUSH CREEK COMMONS, PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
13

CLOSEUP VIEW OF PROPERTY ACCESS
FROM NORTH HENRY BOULEVARD AND BRUSH CREEK COURT

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
14

FUTURE LAND USE MAP FOR BRUSH CREEK COMMONS,
PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
15

ZONING MAP FOR BRUSH CREEK COMMONS,
PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
16

APPROVED AND RECORDED SITE PLAN FOR BRUSH CREEK
COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01

Recorded on September 12, 2023 in Book 63, Page 300

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
17

APPROVED SITE PLAN FOR BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01:
WESTERN SIDE

Recorded on September 12, 2023 in Book 63, Page 302

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
18

APPROVED SITE PLAN FOR BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01:
EASTERN SIDE

Recorded on September 12, 2023 in Book 63, Page 301

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
19

CLOSEUP VIEW OF PROPERTY ACCESS
FROM NORTH HENRY BOULEVARD AND BRUSH CREEK COURT

Recorded on September 12, 2023 in Book 63, Page 303

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
20

V. PROPOSED DEVELOPMENT

A. Intent. The applicant/developer requests to rezone Parcel #S07-01006000 on the east
side of Brush Creek Court from C-2 (General Commercial) to MFR (Multiple-Family
Residential) to allow for the development of twenty (20) townhomes on the property via RZ-
2024-03. If the rezoning is approved, the applicant also wishes, via ZM-2024-01, to combine
Parcel #S07-01006000 with Parcel #S07A01100000 on the west side of Brush Creek Court,
where 41 townhomes are currently under construction as the “Brush Creek Commons”
townhome development. Phase 1 is under construction for 41 townhomes on 15.74 +/- acres,
for a density of 2.605 units per acre. Phase 2 would be developed with 20 townhomes on
2.28 +/- acres, for a density of 8.77 units per acre. The combined development of Phase 2
with Phase 1 would have 61 units on 18.02 +/- acres, for an overall density of 3.39 units per
acre.

B. Property Conditions. Much of the Brush Creek Commons Phase 1 parcel lies within a
floodplain due to the presence of the Brush Creek, and it is unbuildable. The property has rear
frontage on Shields Road, but a zoning condition of Rezoning Case #RZ-03-04 prohibited any
access from Shields Road. A locked gate is present today at the beginning of Brush Creek
Court, off North Henry Boulevard, which is flanked by a QuikTrip station and a Waffle House
Restaurant. The Phase 2 parcel is located directly behind the Waffle House Restaurant

C. Development of Phase 2. The applicant/developer proposes to develop 20 townhome lots
and units on Parcel #S07-01006000 as Phase 2 of the Brush Creek Commons townhome
development. For such purpose, the applicant has obtained a utility letter from the Department
of Public Works, dated October 10, 2024. It states that water and sewer capacities are currently
available to serve the proposed 20 townhomes to comprise Phase 2, but that if the developer
does not submit construction plans within one year of that date, then the reservation of those
capacities shall expire. In addition, the developer would be responsible for all associated
connection costs and would be required to adhere to the City's Minimum Development
Standards.

D. Proposed Site Plan for Phase 2. The applicant has submitted a site plan, entitled “Rezoning
Plat: Brush Creek Commons, Phase 2”, which was prepared by DGM Land Planning
Consultants, Inc. for the development of 20 townhome lots on Phase 2. It provides the following
acreages: 15.74 acres in Phase 1, 2.28 acres in Phase 2, and 18.02 total acres. The site plan
shows that the Phase 2 development would be accessed from the east side of Brush Creek
Court. An internal circular street with a cul-de-sac would then provide access to the individual
townhome lots. The proposed 20 townhome units would be contained within four townhome
buildings, which would have rear yard setbacks of 20 feet. Unlike the Phase 1 development,
Phase 2 would not have rear alleys. A guest parking lot, a 30-foot buffer on the north side of the
property, and green space would also be provided on the Phase 2 site. The site plans shows
nearby amenities which are being developed on the Phase 1 site on the west side of Brush
Creek Court. The applicant seeks permission via ZM-2024-01 to allow the Phase 2 residents
to use the Phase 1 amenities.

E. Proposed Combined Site Plan for Phase 1 and Phase 2. The applicant has submitted a

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
21

proposed combined site plan to show an overall boundary for Phase 1 and Phase 2. Its title is
“Rezoning Plat: Brush Creek Commons”, and it was prepared by DGM Land Planning
Consultants, LLC. The overall site would have 18.02 acres, with 15.74 acres in Phase 1 and
2.28 acres in Phase 2. The combined total of 61 townhome units would include 41 units in
Phase 1 and 20 units in Phase 2.

G. Proposed Development Conditions. The applicant’s Letter of Intent proposes the
approval of sixteen (16) “Proposed Development Conditions” for Phase 2, as are listed below.
However, two of them, Development Conditions “j” and “p”, are of a general nature and seem
to apply more to the proposed zoning modification for the entire development rather than to
Phase 2 alone. Further, the language within these two development conditions would be
appropriate to also include within the needed Amendment to the Development Agreement. The
remaining fourteen (14) Development Conditions will be further discussed in this staff report.

EXHIBIT “A”

Proposed Development Conditions

1) The following conditions shall apply to Phase 2 of Brush Creek Commons

a) Phase 2 shall be developed in general conformity with the Phase 2 site plan submitted to the
Stockbridge Planning Staff on September ___, 2024 and shall adhere to all City of Stockbridge
MFR Ordinance requirements, except if there is a conflict between the MFR Ordinance
requirements and the conditions set forth in the Development Agreement, as amended from time
to time, the conditions set forth in the Development Agreement shall control.

b) Maximum building height shall be forty (40) feet.

c) All townhouses shall have a mixture of front facade consisting of covered entryway, porches, bay
windows and/or balconies. Garages shall be accentuated with variations of design porticos.

d) Owner shall submit elevations of buildings to be approved by the City.

e) Each unit elevation per building shall be separate and distinct from the other and shall include
variations in rooflines which may be accomplished with the use of dormers, gables and/or
fireplaces.

f) Each unit shall have different brick, stucco and masonry theme from the other attached units.

g) Owner shall install street trees along all streets to be placed between the sidewalk and the front
property lines, have a minimum two and one-half-inch (2.5") caliber (d.b.h), shall have a minimum
twenty-four foot (24 sq. ft.) planting area and shall be spaced an average of forty- five feet (45')
apart. Owner shall provide a list often (10) trees to be provided and subject to modification by
the City.

h) A streetscaping plan shall be submitted to the City of Stockbridge Planning and Zoning Staff for
comments and approved by the City to include sidewalks, street trees, landscaping, street
lighting and street furniture.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
22

i) Any flood plain alteration be supported by a certified engineer at the plan review stage.

j) The Applicant shall submit, to the City Clerk and City Attorney, an updated legal description and
plat, certified by an engineer or surveyor licensed in the State of Georgia, of the Property.

k) The maximum units per building shall be no more than six (6) units per building.

l) The minimum distance between buildings shall be twenty (20) feet

m) The minimum front yard setback shall be twenty (20) feet

n) The minimum side yard setback shall be fifteen (15) feet

o) The minimum rear yard setback shall be twenty (20) fee

p) A Declaration of Restrictive Covenants for Phase 1 shall be amended and modified to
incorporate Phase 2, and the units in Phase 2 shall have all of the same rights and
privileges to use the common areas and amenities located within Phase 1.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
23

PROPOSED SITE PLAN FOR BRUSH CREEK COMMONS,
PHASE 2 TOWNHOMES

Title: “Rezoning Plat: Brush Creek Commons, Phase 2”

Prepared by DGM Land Planning Consultants, Inc.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
24

PROPOSED COMBINED SITE PLAN FOR PHASE 1 AND PHASE 2

Title: Rezoning Plat: Brush Creek Commons”
Prepared by DGM Land Planning Consultants, LLC

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
25

SAMPLE RENDERING FOR THE PROPOSED PHASE 2 TOWNHOMES

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
26

VI. ANALYSIS OF REQUEST

The City of Stockbridge has adopted the City of Stockbridge Comprehensive Plan 2024-2028
as a guide for the future development of the City. The Planning and Zoning Staff has analyzed
the applicant’s request to change the subject property’s future land use designation from
“Low-Density Mixed-Use” to “Medium-Density Residential” according to the five factors (A, B,
C, D, and E) that are discussed below.

A. Compatibility with the Land Use Element. The Land Use Element of the Comprehensive
Plan provides a vision for the development or redevelopment of land in the City. The current
Future Land Use Map shows that Parcel #S07-01006000 on the east side of Brush Creek
Court has a future land use designation of “Low-Density Mixed-Use.” The applicant seeks to
change this to “Medium-Density Residential” in order to allow for the development of the
proposed twenty (20) townhomes on the property. A description of both land use designations
is provided below.

Low-Density Mixed-Use. This designation is intended for commercial/retail areas
along various corridors and intersections located throughout the City. These areas
mainly serve the residents of the surrounding residential neighborhoods. Future
development and redevelopment should maintain the community-oriented feel of
these areas, with a focus on creating small mixed-use areas combining locally
owned retail) low intensity office uses, and apartment/condo/loft uses in two story
buildings in a pedestrian friendly environment, allowing nearby residents to safely
walk to and within them.

Medium-Density Residential (4-7.99 Units / Acre). This designation is intended
for residential developments which include single-family, detached homes on lots
ranging from 10,000 – 30,000 square feet, including parcels zoned for single
family attached and detached homes, as well as duplex residential development
and mobile home/manufactured home developments.

Since the applicant is not proposing to build any commercial, office, or apartment/condo/loft
uses which the Low-Density Mixed-Use designation calls for, this designation would not be
appropriate for the proposed townhome development. The Medium-Density Residential
designation, though, allows single-family attached homes (i.e., townhomes), which the
applicant proposes to build.

B. Density Compliance. The applicant wishes to include Parcel #S07-01006000 as Phase 2
within the overall Brush Creek Commons development via the approval of the associated
Zoning Modification Case #ZM-2024-01. By doing so, the overall density of Phase 2 with
Phase 1 would be 3.39 +/- units per acre. But if ZM-2024-01 is not approved, then Parcel S07-

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
27

01006000 would need to be a stand-alone development. In that situation, the development of
the subject property with twenty (20) townhomes on 2.28 acres would cause the property to
have a density of 8.77 +/- units per acre, which would exceed the allowable density of 4-7.99
units per acre. However, the applicant is willing to consider a reduction in the number of units
from 20 to 18 by eliminating two units. This would result in a density of 7.89 +/- units per acre,
which would be within the allowable density range of 4-7.99 units per acre for the Medium-
Density Residential future land use designation.

C. Promoting Established Housing Policies. Changing the subject property’s future land
use designation to Medium-Density Residential to allow for the development of townhomes
would further the implementation of various housing policies that were identified by the
Comprehensive Plan:
~ Encourage the development of higher-density residential developments to provide for the
growing need for a range of housing choices within the City of Stockbridge.

~ Provide a mixture of housing options to attract young professionals, singles, and
small families.
The Comprehensive Plan also mentions the need for additional housing in the City, as well as
a greater diversity in the housing stock to serve young professionals, seniors, and empty
nesters. These population groups would be attracted to townhome living, which offers the
ability to have home ownership rather than renting; as well as the reduced yard maintenance
due to the much smaller size of typical townhome lots. The proposed townhomes would meet
these needs.

D. Suitability of the Subject Property’s Location.

The subject property is suitably located for a future land use designation of Medium-Density
Residential since other nearby properties in the surrounding area are designated as Medium-
Density Residential, including Parcel #S-7A01100000 for the Brush Creek Commons
development on the west side of Brush Creek Court, as well as a large area of other properties
to the northeast. Therefore, the approval of this request would not result in a “spot” future
land use designation.

E. Maintaining the Current Land Use Designation. It is unlikely that the subject property
would be developed with commercial or other uses which its current future land use
designation of Low-Density Mixed-Use allows due to the property’s location behind many
other properties along North Henry Boulevard which are designated as Low-Density Mixed-
Use and are being used for commercial purposes. The property’s hidden location would
therefore not be conducive to the development of commercial or related uses.

VII. STAFF CONCLUSIONS
As a result of the foregoing analysis, the Planning and Zoning Staff makes the following
conclusions regarding the applicant’s request to change the future land use designation of

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
28

Parcel #S07-01006000 on the east side of Brush Creek Court from Low-Density Mixed-Use
to Medium-Density Residential:

1. It would cause the subject property to be compatible with the Land Use Element of the
Comprehensive Plan.

2. It would result in the following densities:

a. If ZM-2024-01 is also approved and the subject property becomes Phase 2 of the
overall Brush Creek Commons development along with the Phase 1 parcel on the
west side of Brush Creek Commons, then the overall density of the combined
development would be 3.39+/- acres.

b. If ZM-2024-01 is not approved, then the subject property would need to be a stand-
alone development, whose density would need to be less than the allowable maximum
of 7.99 units per acre for the Medium-Density Residential future land use designation.
To accomplish this, the applicant is willing to reduce the density of Parcel #S07-
01006000 by eliminating two (2) townhome units and only building eighteen (18) units.

3. The proposed townhome development would promote several housing policies that are
stated within the Comprehensive Plan.

4.The subject property is in a suitable location relative to other nearby properties and to the
Brush Creek Commons Phase 1 property, which are have future land use designations of
Medium-Density Residential.

5. It is unlikely that if the applicant’s request is denied and the subject property remains
designated as Low-Density Mixed-Use, that the property would be developed with
commercial or other allowable uses due to the property’s hidden location.

VII. RECOMMENDATION

In view of the analysis above, the Planning and Zoning Staff recommends the APPROVAL OF
CP-2024-03 WITH THE FOLLOWING CONDITION: that if Zoning Modification Case #ZM-
2024-01 is not approved, then Parcel #S07-01006000 must be a stand-alone development and
its density must not exceed the allowable maximum density for the Medium-Density Residential
future land use designation.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
For Brush Creek
Commons Townhomes
To Be Located At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
Comprehensive
Plan CP-2024-
03
Staff’s Recommendation: APPROVAL
For Brush Creek
REZONING RZ-2024-03To Be
Located At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
REZONING RZ-2024-03
Purpose – Pivotal Enterprises, LLC requests to rezone Parcel #S07-01006000 on the east side of
Brush Creek Court from C-2 (General Commercial) to MFR (Multiple-Family Residential) to allow for
a twenty (20) unit townhome development on 2.2882 acres. The applicant also seeks to combine
Parcel S07-01006000 (Phase 2) with Phase 1, Brush Creek Court, currently under construction,
which will comprise of forty-one (41) townhomes.
Applicant/Developer – Eaman Fatemi, Member, Pivotal Enterprises, LLC.
Zoning History:
1. Original Rezoning--Property was rezoned on July 14, 2003 via Case #RZ-03-04, from R-2
(Single-Family Residential) to RM-2 (Residential Multifamily--Townhomes). The original
developer installed Brush Creek Court, but did not construct any buildings.
2. Development Agreement Plus Two Amendments—Rezoning included a Development
Agreement, followed by two amendments. They included various development conditions
and required certain amenities to be included within the development.
3. Zoning Modification Case #ZM-2022-01—Was approved by the Planning Commission on
October 27, 2022, then was approved by City Council on September 14, 2022. The approved
ordinance (#ZM-2022-01) states that ZM-2022-01 represented a modification of the terms of
RZ-03-04 to allow the applicant to make certain changes to the site plan and the amenities.
The changes are listed on the next slide.
Zoning History
Surrounding Zoning and Land Uses
BOUNDARY SURVEY--BASIC
VICINITY ZONING MAP
Legend:
• Gold (subject property)—MFR (Multiple Family Residential District)
• Red—C-3 (Heavy Commercial District)
• Orange—MHR (Mobile Home Residential District)
• Medium Pink—C-2 (General Commercial District)
• Yellow—SR (Suburban Residential) District)
AERIAL PHOTO OF THE SITE
BOUNDARY SURVEY—WATER AND SEWER LINES
BOUNDARY SURVEY—STORM SEWERS
Staff’s Recommendation:
APPROVAL/CONDITIONS
FoZoning Modification Case #ZM-2024-01:
Brush Creek Commons, Phase 1, on
Brush Creek Court
(Parcel #S07A01100000)
r Brush Creek
ocated At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
PURPOSE OF THE ZONING MODIFICATION
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
REZONING CASE #RZ-2024-03. Consideration of a rezoning request to rezone Parcel #S07-01006000 on the east
side of Brush Creek Court from C-2’ (General Commercial) to ‘MFR’ (Multiple-Family Residential) to allow for a
townhome development with 20 units. The development would represent Phase 2 of the Brush Creek Commons
development on Parcel #S07A01100000 on the west side of Brush Creek Court. Applicant: Pivotal Enterprises, LLC,
c/o Battle Law, P.C.

BACKGROUND INFORMATION:
Phase 1 of the Brush Creek Commons townhome development, which will have 41 units, is
currently under construction. Staff recommendation—Approval with conditions. Planning
Commission action on November 21, 2024—Approval with staff’s conditions, plus one more that
was added and agreed-to by the applicant: Each unit shall have brick (not brick veneers) on all sides
(listed as Item #5f in the staff report’s list of recommended conditions).

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
RZ-2024-03 for PARCEL #S07-01006000 ON THE EAST SIDE OF BRUSH CREEK COURT.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: APPROVAL WITH CONDITIONS.

Staff Signature

Henry County, GA

Overview

Legend
Parcels
Roads

147 ft

Parcel ID S07-01006000 Class C Owner PIVOTAL ENTERPRISES Land $126,500
Property Acreage 2.53 Address LLC Value: Last 2 Sales
Address 1705 ENTERPRISE WAY Building $0 Date Price
Reason Qual
District City/Stockbridge STE S-100 Value: MULTI
3/22/2021 $387,000 U
MARIETTA GA 30067 Misc $0 PARCEL
Value: PART
12/17/2013 $57,500 U
Total $126,500 INT
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 10/23/2024
Last Data Uploaded: 10/23/2024 1:12:28 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID S07-01006000 Class C Owner PIVOTAL ENTERPRISES Land $126,500
Property Acreage 2.53 Address LLC Value: Last 2 Sales
Address 1705 ENTERPRISE WAY Building $0 Date Price
Reason Qual
District City/Stockbridge STE S-100 Value: MULTI
3/22/2021 $387,000 U
MARIETTA GA 30067 Misc $0 PARCEL
Value: PART
12/17/2013 $57,500 U
Total $126,500 INT
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 10/23/2024
Last Data Uploaded: 10/23/2024 1:12:28 AM

Developed by
Comprehensive Plan Amendment,
BRUSH CREEK COURT Rezoning, and Zoning Modification
S07-01006000 to allow for 19 Townhome Units
AERIAL/SATELLITE IMAGE GOES HERE
Life Storage

QuikTrip Villas 52
Apartments

Waffle House
ZONING MAP AND FUTURE LAND USE MAP
Previously Approved Brush
Creek Plan
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
40' 0 40' 80' 120' 160'

LD
GRAPHIC SCALE: 1" = 40'
IE
SH

FIND US ON THE WEB AT WWW.SEILERASSOC.COM
BRUSH CREEK CT
N AD
HE RO
NR
BL
VD
SITE

GRID NORTH
NAD 83 (2011)
GA WEST ZONE
BR
PL USH
AT C
VICINITY MAP BO RE SURVEYOR'S NOTES
NOT TO SCALE OK EK
63 CO 1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON

PA U R
TRAVERSING EQUIPMENT, A 200 FOOT TAPE, AND SPECTRA
PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN
GE T 5 THE ANGULAR AND LINEAR MEASUREMENTS FOR THIS SURVEY.

S 2 0'
99 R/W
2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A
CLOSURE PRECISION OF ONE FOOT IN 18,663 FEET, AND AN
-30 ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS

PIVOTAL ENTERPRISES, LLC
LEGAL DESCRIPTION
8 ADJUSTED USING THE COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 59 AND OF THE 12TH LAND DISTRICT, CITY OF
FOUND TO BE ACCURATE WITHIN ONE FOOT IN 536,313 FEET.

CITY OF STOCKBRIDGE,
STOCKBRIDGE, HENRY COUNTY, GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY
COMMENCING AT A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”); AT THE
POINT ON THE SUBJECT PROPERTY.
INTERSECTION OF THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD (60 FOOT RIGHT-OF-WAY) AND THE LINE

BOUNDARY SURVEY
COMMON TO LAND LOTS 59 AND 70;
5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS
NETWORK.
THENCE LEAVING THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD AND RUNNING ALONG SAID LINE COMMON TO
LAND LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST, 16.54 FEET TO A 1/2” REBAR & SURVEYOR'S
6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF
CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
1983 READJUSTED IN 2011 (NAD83 (2011)). THE VERTICAL DATUM IS
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 22 DEGREES 25 MINUTES 43 SECONDS WEST,
0.89 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY
TO THE CORRECTNESS OR ACCURACY OF THE UNDERGROUND
THENCE NORTH 74 DEGREES 01 MINUTES 24 SECONDS WEST, 10.26 FEET TO A POINT;
UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE
UTILITY PROTECTION CENTER (800-282-7411) PRIOR TO ANY
THENCE NORTH 80 DEGREES 57 MINUTES 45 SECONDS WEST, 33.60 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
DIGGING.

FOR
(HENRY COUNTY), GEORGIA
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
8. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A
THENCE NORTH 87 DEGREES 19 MINUTES 37 SECONDS WEST, 107.41 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
TITLE REPORT WHICH MAY REVEAL ADDITIONAL CONVEYANCES,
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.
THENCE NORTH 87 DEGREES 45 MINUTES 52 SECONDS WEST, 117.86 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE NORTH 86 DEGREES 47 MINUTES 59 SECONDS WEST, 112.38 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE SOUTH 87 DEGREES 19 MINUTES 26 SECONDS WEST, 19.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
SURVEYOR'S REFERENCES
THENCE NORTH 86 DEGREES 39 MINUTES 29 SECONDS WEST, 3.54 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
1. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK
THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, 20.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP (STAMPED
COMMONS BY LAND ENGINEERING AND DEVELOPMENT DATED
“SEILER & ASSOCIATES LSF #390 GEORGIA”) SET ON THE LINE COMMON TO LAND LOTS 59 AND 70;
JANUARY 25, 2005 (LAST REVISED 3-17-06).
2. FINAL SUBDIVISION PLAT FOR BRUSH CREEK COMMONS
THENCE ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST,
PREPARED BY SEILER AND ASSOCIATES RECORDED IN PLAT
609.38 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”) AND THE
BOOK 63 PAGES 299-308.
POINT OF BEGINNING;

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, SOUTH 00 DEGREES 04 MINUTES 27 SECONDS WEST,
388.88 FEET TO A 1/2” REBAR FOUND;

THENCE SOUTH 39 DEGREES 01 MINUTES 07 SECONDS WEST, 137.44 FEET TO A 1/2” REBAR FOUND;

THENCE NORTH 50 DEGREES 27 MINUTES 40 SECONDS WEST, 321.53 FEET TO A 1/2” REBAR & SURVEYOR'S CAP
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”) SET ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
NO
CREEK COURT (50 RIGHT OF WAY PER FINAL SUBDIVISION PLAT OF BRUSH CREEK COMMONS, PLAT BOOK 63 PAGE 299,
HENRY COUNTY, GEORGIA RECORDS);
R TH
THENCE ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, NORTH 38 DEGREES 46 MINUTES
28 SECONDS EAST, 193.44 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
HE
(R S. NRY
GEORGIA”);
tbd
THENCE CONTINUING ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, 16.90 FEET ALONG
/W R. 5-3-24
THE ARC OF A CURVE TO THE RIGHT, (SAID CURVE HAVING A RADIUS OF 125.00 FEET AND A CHORD OF NORTH 42
4 PA
DEGREES 38 MINUTES 52 SECONDS EAST, 16.89 FEET) TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”); VA 2 RK
RI W
ES AY
THENCE LEAVING THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, NORTH 46 DEGREES 31 MINUTES
16 SECONDS EAST, 186.75 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”);
THENCE SOUTH 89 DEGREES 21 MINUTES 00 SECONDS EAST, 66.90 FEET TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL OF LAND CONTAINING 2.2882 ACRES (99,672 SQUARE FEET).

BRUSH CREEK COURT (50' R/W)
PLAT BOOK 63 PAGES 299-308 SH
SURVEYOR'S CERTIFICATION
RO
THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT S W
SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY
LD /
BOUNDARIES. THE RECORDING INFORMATION OF THE DOCUMENTS, MAPS, PLATS, OR OTHER
IE 0' R
INSTRUMENTS WHICH CREATED THE PARCEL OR PARCELS ARE STATED HEREON. RECORDATION OF
THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS,
COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR
PURPOSE OF THE LAND. FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS
AD
PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA
AS SET FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF REGISTRATION FOR
PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECTION 15-6-67.

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D
EFFECTIVE DATE: OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING
ONLY, NO PORTION(S) OF THIS PROPERTY LIE WITHIN A SPECIAL
FLOOD HAZARD AREA ZONE AE OF THE FLOOD INSURANCE RATE
tbd 5-3-24 MAP FOR HENRY COUNTY, GA.
KEITH R. SEILER DATE
GEORGIA REGISTRATION NO. 2388
MEMBER NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS (NSPS)
MEMBER SURVEYING & MAPPING SOCIETY OF GEORGIA (SAMSOG)
Seiler & Associates, Inc. Copyright 2024
P.O.C INSET
SCALE 1" = 60'
LEGAL DESCRIPTION

ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 59 AND
OF THE 12TH LAND DISTRICT, CITY OF STOCKBRIDGE, HENRY COUNTY,
GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”); AT THE INTERSECTION OF THE WESTERN
RIGHT-OF-WAY LINE OF SHIELDS ROAD (60 FOOT RIGHT-OF-WAY) AND THE
LINE COMMON TO LAND LOTS 59 AND 70;

THENCE LEAVING THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD AND
RUNNING ALONG SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89
DEGREES 25 MINUTES 38 SECONDS WEST, 16.54 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 22
DEGREES 25 MINUTES 43 SECONDS WEST, 0.89 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE NORTH 74 DEGREES 01 MINUTES 24 SECONDS WEST, 10.26 FEET TO A
POINT;

THENCE NORTH 80 DEGREES 57 MINUTES 45 SECONDS WEST, 33.60 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 87 DEGREES 19 MINUTES 37 SECONDS WEST, 107.41 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 87 DEGREES 45 MINUTES 52 SECONDS WEST, 117.86 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 86 DEGREES 47 MINUTES 59 SECONDS WEST, 112.38 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE SOUTH 87 DEGREES 19 MINUTES 26 SECONDS WEST, 19.09 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 86 DEGREES 39 MINUTES 29 SECONDS WEST, 3.54 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);
THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, 20.09 FEET TO A
1/2” REBAR & SURVEYOR'S CAP (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”) SET ON THE LINE COMMON TO LAND LOTS 59 AND 70;

THENCE ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89
DEGREES 25 MINUTES 38 SECONDS WEST, 609.38 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”)
AND THE POINT OF BEGINNING;

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, SOUTH 00
DEGREES 04 MINUTES 27 SECONDS WEST, 388.88 FEET TO A 1/2” REBAR
FOUND;

THENCE SOUTH 39 DEGREES 01 MINUTES 07 SECONDS WEST, 137.44 FEET TO
A 1/2” REBAR FOUND;

THENCE NORTH 50 DEGREES 27 MINUTES 40 SECONDS WEST, 321.53 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”) SET ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
CREEK COURT (50 RIGHT OF WAY PER FINAL SUBDIVION PLAT OF BRUSH
CREEK COMMONS, PLAT BOOK 63 PAGES 299-308, HENRY COUNTY, GEORGIA
RECORDS);

THENCE ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK
COURT, NORTH 38 DEGREES 46 MINUTES 28 SECONDS EAST, 193.44 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE CONTINUING ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF
BRUSH CREEK COURT, 16.90 FEET ALONG THE ARC OF A CURVE TO THE
RIGHT, (SAID CURVE HAVING A RADIUS OF 125.00 FEET AND A CHORD OF
NORTH 42 DEGREES 38 MINUTES 52 SECONDS EAST, 16.89 FEET) TO A 1/2”
REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”);

THENCE LEAVING THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
CREEK COURT, NORTH 46 DEGREES 31 MINUTES 16 SECONDS EAST, 186.75
FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”);

THENCE SOUTH 89 DEGREES 21 MINUTES 00 SECONDS EAST, 66.90 FEET TO
THE POINT OF BEGINNING.

SAID TRACT OR PARCEL OF LAND CONTAINING 2.2882 ACRES (99,672 SQUARE
FEET).
STATEMENT OF INTENT

and

Other Material Required by
Stockbridge Zoning Ordinance
For
A Future Land Use Amendment from LDMU to MDR
and
A Rezoning from C2 to MFR

of

Pivotal Enterprises, LLC
c/o Battle Law, P.C.

for

+/- 2.28 Acres of Land
Being Brush Creek Court
Stockbridge, Georgia and
Parcel Nos. S07-01006000

Submitted for Applicant by:

Michèle L. Battle, Esq.
Joshua S. Mahoney, Esq.
Battle Law, P.C.
Habersham at Northlake, Building J, Suite 100
Tucker, Georgia 300384
(404) 601-7616 Phone
(404) 745-0045 Facsimile
mlb@battlelawpc.com

3562 Habersham at Northlake • Buildingbattlelawpc.com
J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
I. LETTER OF INTENT

Pivotal Enterprises, LLC (the “Applicant”) is seeking to develop
20WRZQKRPHXQLWVon +/- 2.28 acres of land being Tax Parcel No. S07-01006000 having
frontage on Brush Creek Court (the “Subject Property”). The Applicant is seeking a
future land use map designation change to MDR and a rezoning of the Subject Property to
MFR. These two changes will allow for the property to be unified with the existing adjacent
Brush Creek Commons development. As currently zoned, the Subject Property has no
reasonable economic use because the commercial requirements of its current zoning
are not supported by its hidden position behind another commercial development.
Adding 20 townhome units to the Brush Creek Commons HOA will spread the burden
of maintaining the community’s amenities. This document serves as a statement of intent
and contains notice of constitutional allegations as a reservation of the Applicant’s rights.

II. NOTICE OF CONSTITUTIONAL ALLEGATIONS AND PRESERVATION
OF CONTITUTIONAL RIGHTS

The portions of the Stockbridge Zoning Ordinance, facially and as applied to the Subject Property,
which restrict or classify or may restrict or classify the Subject Property so as to prohibit its
development as proposed by the Applicant are or would be unconstitutional in that they would
destroy the Applicant’s property rights without first paying fair, adequate and just compensation
for such rights, in violation of the Fifth Amendment and Fourteenth Amendment of the
Constitution of the United States and Article I, Section I, Paragraph I of the Constitution of the
State of Georgia of 1983, Article I, Section III, Paragraph I of the Constitution of the State of
Georgia of 1983, and would be in violation of the Commerce Clause, Article I, Section 8, Clause
3 of the Constitution of the United States.

The application of the Stockbridge Zoning Ordinance to the Subject Property which restricts its
use to any classification other than that proposed by the Applicant is unconstitutional, illegal, null
and void, constituting a taking of Applicant’s Property in violation of the Just Compensation
Clause of the Fifth Amendment to the Constitution of the United States, Article I, Section I,
Paragraph I, and Article I, Section III, Paragraph I of the Constitution of the State of Georgia of
1983, and the Equal Protection and Due Process Clauses of the Fourteenth Amendment to the
Constitution of the United States denying the Applicant an economically viable use of its land
while not substantially advancing legitimate state interests.

A denial of this Application would constitute an arbitrary irrational abuse of discretion and
unreasonable use of the zoning power because they bear no substantial relationship to the public
health, safety, morality or general welfare of the public and substantially harm the Applicant in
violation of the due process and equal protection rights guaranteed by the Fifth Amendment and
Fourteenth Amendment of the Constitution of the United States, and Article I, Section I, Paragraph
I and Article I, Section III, Paragraph 1 of the Constitution of the State of Georgia.

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
A refusal by the Stockbridge City Council to amend the land use and/or rezone the Subject Property
to the classification as requested by the Applicant would be unconstitutional and discriminate in
an arbitrary, capricious and unreasonable manner between the Applicant and owners of similarly
situated property in violation of Article I, Section I, Paragraph II of the Constitution of the State
of Georgia of 1983 and the Equal Protection Clause of the Fourteenth Amendment to the
Constitution of the United States. Any future land use map amendment or rezoning of the Property
subject to conditions which are different from the conditions requested by the Applicant, to the
extent such different conditions would have the effect of further restricting Applicant’s utilization
of the property, would also constitute an arbitrary, capricious and discriminatory act in zoning the
Subject Property to an unconstitutional classification and would likewise violate each of the
provisions of the State and Federal Constitutions set forth hereinabove.

A refusal to allow the future land use map amendment or rezoning in question would be unjustified
from a fact-based standpoint and instead would result only from constituent opposition, which
would be an unlawful delegation of authority in violation of Article IX, Section II, Paragraph IV
of the Georgia Constitution.

A refusal to allow the future land use map amendment or rezoning in question would be invalid
inasmuch as it would be denied pursuant to an ordinance which is not in compliance with the
Zoning Procedures Law, O.C.G.A Section 36-66/1 et seq., due to the manner in which the
Ordinance as a whole and its map(s) have been adopted.

The existing land use designation and/or zoning classification on the Subject Property is
unconstitutional as it applies to the Subject Property. This notice is being given to comply with
the provisions of O.C.G.A. Section 36-11-1 to afford the County an opportunity to revise the
Property to a constitutional classification. If action is not taken by the County to rectify this
unconstitutional land use designation and/or zoning classification within a reasonable time, the
Applicant is hereby placing the County on notice that it may elect to file a claim in the
Superior Court of +HQU\ County demanding just and adequate compensation under Georgia
law for the taking of the Subject Property, diminution of value of the Subject Property,
attorney’s fees and other damages arising out of the unlawful deprivation of the Applicant’s
property rights.

Michele L. Battle, Esq.
Attorney for the Applicant

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
CITY OF STOCKBRIDGE
4640 NORTH HENRY BOULEVARD
STOCKBRIDGE, GEORGIA 30281
PHONE 770 -389-7901 FAX 770-692-2690

April 10,2024

To Whom It May Concern:

This is to verify that the City of Stockbridge services water and sewer for
Brush Creek Subdivision.

If you have any questions, please call the Utility Billing Department in
City Hall at 770-389-7901.

Thank You

Kimberly Barnett
Utility Billing Supervisor

STAFF REPORT

TO: Mayor and City Council
Planning Commission

FROM: Linda M. Logan, Senior Planner, Planning and Zoning Division

CC: Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024 and December 9, 2024

SUBJECT: Staff Report for Rezoning Case #RZ-2024-03:
Brush Creek Commons, Phase 2, on the East Side of Brush Creek Court
(Parcel #S07-01006000)

I. PURPOSE
The applicant/developer, Pivotal Enterprises, LLC (represented by Battle Law, P.C.), requests
to rezone Parcel #S07-01006000 on the east side of Brush Creek Court from C-2 (General
Commercial) to MFR (Multiple-Family Residential) to allow for a twenty (20) unit townhome
development on 2.2882 acres. The applicant also seeks to combine Parcel #S07-01006000
as Phase 2 of the Brush Creek Commons townhome development with the Brush Creek Court
(Phase 1), which is currently under construction with forty-one (41) townhomes.

Before the rezoning of the Phase 2 parcel can be approved via RZ-2024-03, and before the
Phase 2 parcel can be included within the boundaries of the overall Brush Creek Commons
development, two other cases must be approved, as are listed below. In addition, the two
parcels must be officially combined to form one parcel through the recombination application
process.

~ Comprehensive Plan Amendment Case #CP-2024-03—The applicant requests
that the future land use designation of Parcel #S07-01006000 (the Phase 2 parcel)
be changed from Low-Density Mixed-Use to Medium-Density Residential.

~ Zoning Modification Case #ZM-2024-01—The applicant requests that Parcel
#S07-01006000 on the east side of Brush Creek Court (the Phase 2 parcel)
becomes a part of the overall Brush Creek Commons townhome development
by combining it with Parcel #S07A01100000 on the west side of Brush Creek
Court (the Phase 1 parcel). The approval of ZM-2024-01 would allow the Phase
2 parcel to be developed with 20 townhomes on 2.2882 +/- acres as an addition

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

to the 41 townhomes which are being constructed on the Phase 1 parcel, which
has 15.7423 +/- acres (excluding right-of-way areas). The combined development
would have 61 total townhomes on 18.02 +/- acres, for an overall density of 3.39
units per acre.

III. ZONING HISTORY

The Brush Creek Commons property was rezoned on July 14, 2003, via Rezoning Case #RZ-
03-04, from R-2 (Single-Family Residential) to RM-2 (Residential Multifamily--Townhomes).
Along with the rezoning was an approved Development Agreement, dated July 21, 2003
(between the City of Stockbridge and Royce Grant), which was approved via Ordinance #03-
60, effective on March 10, 2003. The approval of the rezoning was not an approval of the
conceptual site plan. Its boundaries, though, did show the inclusion of Parcel #S07-01006000,
although it was not marked as Phase 2.

The original Development agreement listed twelve (12) Conditions of approval in Exhibit A.
They specified the specific amenities which the developer was required to provide, as well as
various architectural and other requirements. The developer was also required to meet the
requirements of the RM-2 (Residential-Multifamily-Townhomes) zoning district. RM-2 was
one of the previous zoning districts (along with RM-1 and RM-3) which merged to form the
current MFR (Multifamily Residential) zoning district. Two Amendments to the Development
later were approved for a new property owner, Timberline Group, LLC. The First Amendment,
which was approved on December 3, 2004, imposed the maximum allowable number of
townhome units to be built as forty-one (41). The Second Amendment, which was approved
on August 13, 2007, allowed a variance to reduce the front yard setback requirement to ten
(10) feet.

The Development Agreement made provisions for the future development of Brush Creek
Commons. The original conceptual site plan included the Phase 2 parcel, without designating
it as Phase 2. Paragraph 13, entitled “Future Changes in Development Standards”, states as
follows:
13.

Future Changes in Development Standards

All development regulations, guidelines, standards, rules, and conditions of
the City in effect as of the date of this Agreement and the regulations,
guidelines, standards, rules, and conditions of this Agreement shall control
over any future changes in the City regulations, guidelines, standards, rules,
and conditions.

A more detailed zoning history of the subject property appears in the Appendix of this report.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

IV. PROPERTY DATA (TABLE 1)

Descriptive Factor Research Findings
Applicant and Owner Pivotal Enterprises, LLC.
Proposed Development Expansion of the 41-unit Brush Creek Commons
townhome development by adding an adjacent parcel
and developing it with 20 more townhomes.
Parcel Identifications (no • Phase 1 Parcel--S07A01100000 (previously known as
addresses) Parcel #S07-01006005 prior to the creation of the 41
townhome lots). In Land Lots 59 & 71 of District 12.
• Phase 2 Parcel—S07-01006000. In Land Lot 59 of
District 12.
Parcel Acreage • Brush Creek Commons, Phase 1 Parcel—Has 15.74
+/- acres, of which 5.459 acres lie within a floodplain.
• Brush Creek Commons, Phase 2 Parcel--Has 2.28 +/-
acres.
• Combined Sites—18.02 +/- acres.
Environmental Conditions • Brush Creek Commons, Phase 1 Parcel—Is fairly level.
Floodplains and wetlands are present at the rear of the
property near Brush Creek. Townhome construction is
underway.
• Brush Creek Commons, Phase 2 Parcel—Is fairly level,
wooded, and vacant. Property access exists via a 30-
foot Access Easement off North Henry Boulevard to
Brush Creek Court.
Property Access Brush Creek Court, off North Henry Boulevard.
Current City Zoning Phase 1 Parcel—Zoned ‘MFR’ (Multiple Family
Residential).
Phase 2 Parcel—Zoned ‘C-2’ (General Commercial).
Both Parcels--Are not located in the Parkway Mixed-Use
Overlay District.
Surrounding Zoning • North—MHR (Mobile Home Residential) and SR
(Suburban Residential) districts.
• South—C-2 (General Commercial), MFR (Multiple
Family Residential), and SR (Suburban Residential)
districts.
• East—SR (Suburban Residential) district.
• West—C-3 (Heavy Commercial) and C-2 (General
Commercial) districts.
Future Land Use Designation • Phase 1 Parcel—Low-Density Mixed-Use and
Medium-Density Residential.
• Phase 2 Parcel—Low-Density Mixed-Use.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

Surrounding Land Uses • North—Two mobile home parks and Meadow Ridge
Subdivision.
• South—Commercial uses (QuikTrip and Waffle House)
and an apartment community.
• East—Meadow Ridge Subdivision and individual
single-family residences.
• West—Commercial uses.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH OF BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT SITE
Parcel #S07A01100000
Frontages on Brush Creek Court and Shields Road
Accessed from Brush Creek Court Only

LEGEND: Green—100-Year Flood Pink—500-Year Flood

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH OF BRUSH CREEK COMMONS, PHASE 2
PROPOSED TOWNHOME DEVELOPMENT SITE
Parcel #S07-01006000
Frontages on North Henry Boulevard and Brush Creek Court
Accessed from Brush Creek Court

Green—100-Year Floodplain Area Pink—500-Year Floodplain Area

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH WITH PROPOSED OVERALL BOUNDARY
FOR PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

PHASE 1 PROPOSED BOUNDARY EXPANSION TO INCLUDE PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

PROPOSED PHASE 2 ADDITION TO THE PHASE 1 BOUNDARY

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
10

ORIGINAL BOUNDARY SURVEY BRUSH CREEK COMMONS

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
11

ORIGINAL CONCEPTUAL SITE PLAN FOR BRUSH CREEK COMMONS
FROM 2003, SHOWING THE INCLUSION OF THE PHASE 2 PARCEL
WITH THE PHASE 1 PARCEL

CONCEPTUAL SITE PLAN PREPARED BY BUNN GRADING COMPANY, INC. IN 2003

BLUE STAR—SITE OF BRUSH CREEK COMMONS, PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
12

CLOSEUP VIEW OF PROPERTY ACCESS
FROM NORTH HENRY BOULEVARD AND BRUSH CREEK COURT

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
13

FUTURE LAND USE MAP FOR BRUSH CREEK COMMONS,
PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
14

ZONING MAP FOR BRUSH CREEK COMMONS,
PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
15

APPROVED AND RECORDED SITE PLAN FOR BRUSH CREEK
COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01

Recorded on September 12, 2023 in Book 63, Page 300

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
16

APPROVED SITE PLAN FOR BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01:
WESTERN SIDE

Recorded on September 12, 2023 in Book 63, Page 302

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
17

APPROVED SITE PLAN FOR BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01:
EASTERN SIDE

Recorded on September 12, 2023 in Book 63, Page 301

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
18

CLOSEUP VIEW OF PROPERTY ACCESS
FROM NORTH HENRY BOULEVARD AND BRUSH CREEK COURT

Recorded on September 12, 2023
In Book 63, Page 303

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
19

V. PROPOSED DEVELOPMENT

A. Intent. The applicant/developer requests to rezone Parcel #S07-01006000 on the east
side of Brush Creek Court from C-2 (General Commercial) to MFR (Multiple-Family
Residential) to allow for the development of twenty (20) townhomes on the property via RZ-
2024-03. If the rezoning is approved, the applicant also wishes, via ZM-2024-01, to combine
Parcel #S07-01006000 with Parcel #S07A01100000 on the west side of Brush Creek Court,
where 41 townhomes are currently under construction as the “Brush Creek Commons”
townhome development. Phase 1 is under construction for 41 townhomes on 15.74 +/- acres,
for a density of 2.605 units per acre. Phase 2 would be developed with 20 townhomes on
2.28 +/- acres, for a density of 8.77 units per acre. The combined development of Phase 2
with Phase 1 would have 61 units on 18.02 +/- acres, for an overall density of 3.39 units per
acre.

B. Property Conditions. Much of the Brush Creek Commons Phase 1 parcel lies within a
floodplain due to the presence of the Brush Creek, and it is unbuildable. The property has rear
frontage on Shields Road, but a zoning condition of Rezoning Case #RZ-03-04 prohibited any
access from Shields Road. A locked gate is present today at the beginning of Brush Creek
Court, off North Henry Boulevard, which is flanked by a QuikTrip station and a Waffle House
Restaurant. The Phase 2 parcel is located directly behind the Waffle House Restaurant

C. Development of Phase 2. The applicant/developer proposes to develop 20 townhome lots
and units on Parcel #S07-01006000 as Phase 2 of the Brush Creek Commons townhome
development. For such purpose, the applicant has obtained a utility letter from the Department
of Public Works, dated October 10, 2024. It states that water and sewer capacities are currently
available to serve the proposed 20 townhomes to comprise Phase 2, but that if the developer
does not submit construction plans within one year of that date, then the reservation of those
capacities shall expire. In addition, the developer would be responsible for all associated
connection costs and would be required to adhere to the City's Minimum Development
Standards.

D. Proposed Site Plan for Phase 2. The applicant has submitted a site plan, entitled “Rezoning
Plat: Brush Creek Commons, Phase 2”, which was prepared by DGM Land Planning
Consultants, Inc. for the development of 20 townhome lots on Phase 2. It provides the following
acreages: 15.74 acres in Phase 1, 2.28 acres in Phase 2, and 18.02 total acres. The site plan
shows that the Phase 2 development would be accessed from the east side of Brush Creek
Court. An internal circular street with a cul-de-sac would then provide access to the individual
townhome lots. The proposed 20 townhome units would be contained within four townhome
buildings, which would have rear yard setbacks of 20 feet. Unlike the Phase 1 development,
Phase 2 would not have rear alleys. A guest parking lot, a 30-foot buffer on the north side of the
property, and green space would also be provided on the Phase 2 site. The site plans shows
nearby amenities which are being developed on the Phase 1 site on the west side of Brush
Creek Court. The applicant seeks permission via ZM-2024-01 to allow the Phase 2 residents
to use the Phase 1 amenities.

E. Proposed Combined Site Plan for Phase 1 and Phase 2. The applicant has submitted a

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
20

proposed combined site plan to show an overall boundary for Phase 1 and Phase 2. Its title is
“Rezoning Plat: Brush Creek Commons”, and it was prepared by DGM Land Planning
Consultants, LLC. The overall site would have 18.02 acres, with 15.74 acres in Phase 1 and
2.28 acres in Phase 2. The combined total of 61 townhome units would include 41 units in
Phase 1 and 20 units in Phase 2.

G. Proposed Development Conditions. The applicant’s Letter of Intent proposes the
approval of sixteen (16) “Proposed Development Conditions” for Phase 2, as are listed below.
However, two of them, Development Conditions “j” and “p”, are of a general nature and seem
to apply more to the proposed zoning modification for the entire development rather than to
Phase 2 alone. Further, the language within these two development conditions would be
appropriate to also include within the needed Amendment to the Development Agreement. The
remaining fourteen (14) Development Conditions will be further discussed in this staff report.

EXHIBIT “A”

Proposed Development Conditions

1) The following conditions shall apply to Phase 2 of Brush Creek Commons

a) Phase 2 shall be developed in general conformity with the Phase 2 site plan submitted to the
Stockbridge Planning Staff on September ___, 2024 and shall adhere to all City of Stockbridge
MFR Ordinance requirements, except if there is a conflict between the MFR Ordinance
requirements and the conditions set forth in the Development Agreement, as amended from time
to time, the conditions set forth in the Development Agreement shall control.

b) Maximum building height shall be forty (40) feet.

c) All townhouses shall have a mixture of front facade consisting of covered entryway, porches, bay
windows and/or balconies. Garages shall be accentuated with variations of design porticos.

d) Owner shall submit elevations of buildings to be approved by the City.

e) Each unit elevation per building shall be separate and distinct from the other and shall include
variations in rooflines which may be accomplished with the use of dormers, gables and/or
fireplaces.

f) Each unit shall have different brick, stucco and masonry theme from the other attached units.

g) Owner shall install street trees along all streets to be placed between the sidewalk and the front
property lines, have a minimum two and one-half-inch (2.5") caliber (d.b.h), shall have a minimum
twenty-four foot (24 sq. ft.) planting area and shall be spaced an average of forty- five feet (45')
apart. Owner shall provide a list often (10) trees to be provided and subject to modification by
the City.

h) A streetscaping plan shall be submitted to the City of Stockbridge Planning and Zoning Staff for
comments and approved by the City to include sidewalks, street trees, landscaping, street
lighting and street furniture.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
21

i) Any flood plain alteration be supported by a certified engineer at the plan review stage.

j) The Applicant shall submit, to the City Clerk and City Attorney, an updated legal description and
plat, certified by an engineer or surveyor licensed in the State of Georgia, of the Property.

k) The maximum units per building shall be no more than six (6) units per building.

l) The minimum distance between buildings shall be twenty (20) feet.

m) The minimum front yard setback shall be twenty (20) feet.

n) The minimum side yard setback shall be fifteen (15) feet.

o) The minimum rear yard setback shall be twenty (20) feet.

p) A Declaration of Restrictive Covenants for Phase 1 shall be amended and modified to
incorporate Phase 2, and the units in Phase 2 shall have all of the same rights and
privileges to use the common areas and amenities located within Phase 1.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
22

PROPOSED SITE PLAN FOR BRUSH CREEK COMMONS,
PHASE 2 TOWNHOMES

Title: “Rezoning Plat: Brush Creek Commons, Phase 2”

Prepared by DGM Land Planning Consultants, Inc.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
23

PROPOSED COMBINED SITE PLAN FOR PHASE 1 AND PHASE 2

Title: Rezoning Plat: Brush Creek Commons”
Prepared by DGM Land Planning Consultants, LLC

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
24

SAMPLE RENDERING FOR THE PROPOSED PHASE 2 TOWNHOMES

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
25

VI. ANALYSIS #1—REZONING CRITERIA

The Stockbridge Unified Development Code (UDC) identifies nine (9) standards to be
considered for rezoning cases. An analysis of each one is presented below.

STANDARD #1--Consistency with the Comprehensive Plan.

The applicant has submitted an application for Comprehensive Plan Amendment Case #CP-
2024-03 for the purpose of requesting that the future land use designation of Parcel #S07-
01006000 for the proposed Phase 2 development of Brush Creek Commons be changed from
Low-Density Mixed-Use to Medium-Density Residential. This would be appropriate because
the Low-Density Mixed-Use allows commercial development, but Phase 2 would not include
any commercial uses. Further, the rear portion of Parcel #S07A01100000 for Phase 1 is also
designated as Medium-Density Residential; thus, the Phase 2 parcel would be compatible with
it. And finally, the proposed townhomes would serve to fill the need for additional housing in
the City, particularly for certain population groups, which the Comprehensive Plan has
identified. For these reasons, the proposed rezoning would be consistent with the spirit and
specifications of the Comprehensive Plan.

STANDARD #2 -- The relation that the proposed rezoning amendment bears to the
purpose of the overall zoning scheme with due consideration given to whether or not
the proposed change will help carry out the purposes of the City of Stockbridge Unified
Development Code (UDC).

The UDC states that MFR developments are to be located “with access provided on streets
that are classified as collector streets of higher.” According to the map of Functional Road
Classifications within the 2022 Henry County Transportation Plan, North Henry Boulevard is
classified as a “principal arterial”, which is a higher road classification than a collector street.
Therefore, townhomes are an acceptable use for the subject property. In addition, the
proposed MFR zoning for Parcel 2 would enable a desirable transition of the C-2 (General
Commercial) zoning along North Henry Boulevard and the SR (Suburban Residential) zoning
districts to the north.

STANDARD #3 -- Potential positive effects of the rezoning amendment on the character
of the proposed zoning district, a particular piece of property, neighborhood, a
particular area, or community.

The applicant’s requested rezoning of the subject property to MFR would be compatible with
the MFR zoning of Phase 1 of the Brush Creek Commons development; thus, Further, the
presence of an MFR district would serve as an acceptable transition between the C-1 and C-
2 districts along North Henry Boulevard, and the SR districts to the north.

STANDARD #4 -- The physical conditions of the site relative to its capability to be
developed as requested, including topography, drainage, access, and size and shape
of the property.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
26

Unlike the Phase 1 parcel of Brush Creek Commons, the Phase 2 parcel does not contain a
creek or floodplain areas. It is, though, small in size and it has a triangular shape, which limit
the development options of the parcel. Nevertheless, the applicant has created a suitable site
plan for the property.

STANDARD #5 --The impact upon adjacent property owners should the request be
granted.

The applicant seeks to enable the Phase 2 parcel to have a positive impact on the Phase 1
parcel via the approval of ZM-2024-01 by allowing the residents of Phase 2 to share in the use
and HOA cost of maintaining the amenities to be located on the Phase 1 parcel. Also, due to
the rather hidden location of both Phase 1 and Phase 2 behind the commercial businesses
which have frontage on North Henry Boulevard, the visual impacts and operational impacts of
Brush Creek Commons is anticipated to be minimal on adjacent property owners.

STANDARD #6 -- The potential impact of the rezoning on City infrastructure including
water and sewage system.

The applicant has submitted a letter from the City of Stockbridge’s Public Works Department,
dated October 10, 2024. It states that capacities are currently available in the City’s water
distribution and sanitary sewer collection systems to serve the proposed twenty (20) townhome
units in Phase 2. However, the developer must submit construction plans to that department
within one year; otherwise, the reservation of these capacities will expire for the development
of Phase 2. Further, the developer would be responsible for covering the costs of such utility
connections, and the developer would be required to comply with the City’s Minimum
Development Standards.

STANDARD #7 -- The impact of the proposed amendment on adjacent thoroughfares
and pedestrian and vehicular circulation and traffic volumes.

The applicant has not submitted a traffic impact study, nor is one needed for such a small
development project. Minimal adverse traffic impacts on North Henry Boulevard are anticipated,
though. Further, since any access from Shields Road to the rear is prohibited by the terms of
the Development Agreement, this would prevent any adverse traffic impacts on the adjacent
and nearby residential streets to the rear.

STANDARD #8 -- The merits of the requested change in zoning relative to any other
guidelines and policies for development, which the Planning Commission and City
Council may use in furthering the objective of the comprehensive plan.

No other merits of the requested rezoning have been identified.

STANDARD #9 -- The ability of the subject land to be developed as it is presently zoned.

The subject property could be developed under its existing zoning classification of C-2, but
this is unlikely to happen due to the hidden location of Phase 2 to the rear of other C-2-zoned
properties which front onto North Henry Boulevard. Such a location would be undesirable for
City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
27

many types of commercial uses, which need visibility in order to attract potential customers.

VII. ANALYSIS #2—PROPOSED INCLUSION OF PHASE 2 WITH PHASE 1 OF
BRUSH CREEK COMMONS

1. Original Intent—The original conceptual site plan for Brush Creek Commons, which was
prepared by Bunn Grading Company, Inc. in 2003, showed the inclusion of Parcel 2 within
the overall development, although it was not labeled as Parcel 2. Therefore, the fact that
the applicant wishes to officially add the Phase 2 parcel to the boundaries of the overall
development is not unexpected.

2. Timing of the Phase 2 Development Proposal--If the proposed survey in the zoning
modification application from 2022 (ZM-2022-01) had shown the inclusion of the Phase 2
parcel, and if a full site plan for the Phase 2 parcel had been provided, then the necessity
of filing the current ZM-2024-01 application may have been avoided.

3. Reasonableness of Applicant’s Request--The original rezoning of the property via RZ-
03-04 required the Brush Creek Commons development (Phase 1) to include a relatively
large number of amenities for only 41 townhome units. That number was reduced by the
approval of ZM-2022-01 so that the developer could reduce the costs of installing so many
amenities and reduce the HOA costs to the homeowners. However, the applicant today
believes that the number of required amenities for Phase 1 is still excessive relative to
the size of the Phase 1 property (18.895 +/- acres, of which 5.459 acres lie within a
floodplain). Therefore, it is reasonable for the applicant to want to add more townhome
units to the Brush Creek Commons development so that the HOA tax burden on each
resident could be reduced. This would also eliminate the necessity of providing additional
amenities for the Phase 2 parcel, which has only 2.2882 +/- acres.

4. Effects on Surrounding Property and Infrastructure--The inclusion of Phase 2 within
the boundaries of the overall Brush Creek Commons development, as opposed to
designating Phase 2 as a separate development entirely, would not involve any
alterations to the proposed site access for Phase 2, its townhome units, or buffering. In
addition, no adverse effects on surrounding properties are anticipated.

VIII. ANALYSIS #3—APPLICANT’S PROPOSED DEVELOPMENT
CONDITIONS

The applicant included within the Letter of Intent sixteen (16) Proposed Development
Conditions for Phase 2 of Brush Creek Commons, which were derived from the Development
Agreement and its two amendments. These are listed and analyzed below.

a) Phase 2 shall be developed in general conformity with the Phase 2 site plan
submitted to the Stockbridge Planning Staff on September ___, 2024 [actually,

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
28

October 7, 2024] and shall adhere to all City of Stockbridge MFR Ordinance
requirements, except if there is a conflict between the MFR Ordinance requirements
and the conditions set forth in the Development Agreement, as amended from time
to time, the conditions set forth in the Development Agreement shall control.

The approved Development Agreement and its two Amendments required that Phase 1 be
developed in accordance with the requirements of the RM-2 (Residential-Multifamily-
Townhomes) district, which existed during the times of their approvals.

b) Maximum building height shall be forty (40) feet.

The proposed 40-foot maximum building height for Phase 2.

c) All townhouses shall have a mixture of front facade consisting of covered entryway,
porches, bay windows and/or balconies. Garages shall be accentuated with
variations of design porticos.

This proposed condition is already listed in the original approved Development Agreement;

d) Owner shall submit elevations of buildings to be approved by the City.

Elevation drawings are normally required for building permit applications. In addition, this
proposed condition is already listed in the original approved Development Agreement.

e) Each unit elevation per building shall be separate and distinct from the other and
shall include variations in rooflines which may be accomplished with the use of
dormers, gables and/or fireplaces.

This proposed condition is already listed in the original approved Development Agreement;

f) Each unit shall have different brick, stucco and masonry theme from the other
attached units.

This proposed condition is already listed in the original approved Development Agreement.

g) Owner shall install street trees along all streets to be placed between the sidewalk
and the front property lines, have a minimum two and one-half-inch (2.5") caliber
(d.b.h), shall have a minimum twenty-four foot (24 sq. ft.) planting area and shall be
spaced an average of forty-five feet (45') apart. Owner shall provide a list often (10)
trees to be provided and subject to modification by the City.

This proposed condition is already listed in the original approved Development Agreement;

h) A streetscaping plan shall be submitted to the City of Stockbridge Planning and
Zoning Staff for comments and approved by the City to include sidewalks, street

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
29

trees, landscaping, street lighting and street furniture.

This is a standard requirement for an application for a land disturbance permit (LDP). In
addition, this proposed condition is already listed in the original approved Development
Agreement.

i) Any flood plain alteration be supported by a certified engineer at the plan review
stage.

This proposed condition is already listed in the original approved Development Agreement.

j) The Applicant shall submit, to the City Clerk and City Attorney, an updated legal
description and plat, certified by an engineer or surveyor licensed in the State of
Georgia, of the Property.

This would be a more appropriate requirement to include as a condition for the approval of
ZM-2024-01.

k) The maximum units per building shall be no more than six (6) units per building.

This is already a requirement in the current UDC

l) The minimum distance between buildings shall be twenty (20) feet.

This is already a requirement of the current MFR district regulations.

m) The minimum front yard setback shall be twenty (20) feet.

n) The minimum side yard setback shall be fifteen (15) feet.

This is the same requirement for the current MFR district regulations.

o) The minimum rear yard setback shall be twenty (20) feet.

This is the same requirement for the current MFR district regulations.

p) A Declaration of Restrictive Covenants for Phase 1 shall be amended and modified
to incorporate Phase 2, and the units in Phase 2 shall have all of the same rights and
privileges to use the common areas and amenities located within Phase 1.

This would be a more appropriate requirement to include as a condition for the approval of
ZM-2024-01.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
30

VII. RECOMMENDATIONS

In view of the analysis above, the Planning and Zoning Staff recommends the APPROVAL
WITH CONDITIONS for Zoning Modification Case #ZM-2024-01 for Brush Creek Commons.
The conditions are listed below.

1. Comprehensive Plan Amendment—The rezoning of Parcel #S07-01006000 for the
proposed development of Phase 2 shall not be approved unless Comprehensive Plan
Amendment Case #RZ-2024-03 is first approved.

2. Zoning Modification—Parcel #S07-01006000 shall not be designated as Phase 2 of the
Brush Creek Commons townhome development and it shall not be combined with Parcel
#S07A0110000 (Phase 1) unless Zoning Modification Case #ZM-2024-01 is approved.

3. Compliance with Original Rezoning, Development Agreement, and Amendments--If
Zoning Modification Case #ZM-2024-01 is approved to allow Phase 2 to be combined with
Phase 1 in an overall development for Brush Creek Commons, then the developer shall:

a. Comply with the requirements of the approved rezoning case (RZ-03-04 via Rezoning
Ordinance No. 03-152, the original Development Agreement, the First Amendment to
the Development Agreement (dated December 13, 2004), and the Second Amendment
to the Development Agreement (dated August 13, 2007), with the exception of other
conditions that are listed below.

b. Phase 2 shall have the same setbacks, building designs, materials, and two-car
garages as Phase 1.

c. Submit, to the City Clerk and City Attorney, an updated legal description and plat,
certified by an engineer or surveyor licensed in the State of Georgia, of the Property.

d. Amend the Declaration of Restrictive Covenants for Phase 1 to incorporate Phase 2 to
state that the townhome units in Phase 2 shall have all of the same rights and privileges
to use the common areas and amenities that are located within Phase 1.

5. Applicant’s Proposed Conditions—The developer shall comply with the
applicant’s proposed conditions, with any noted deviations, as follows:

a. “The developer shall adhere to all City of Stockbridge MFR district requirements, except
if there is a conflict between the MFR Ordinance requirements and the conditions set
forth in the Development Agreement, as amended from time to time, the specifications
of the MFR district regulations shall control.” [

b. Maximum building height shall be forty (40) feet.

c. All townhouses shall have a mixture of front facade consisting of covered entryway,
porches, bay windows and/or balconies. Garages shall be accentuated with variations

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
31

of design porticos.

d. Owner shall submit elevations of buildings to be approved by the City.

e. Each unit elevation per building shall be separate and distinct from the other and shall
include variations in rooflines which may be accomplished with the use of dormers,
gables and/or fireplaces.

f. Each unit shall have brick (not brick veneers) on all sides.

g. Owner shall install street trees along all streets to be placed between the sidewalk and
the front property lines, have a minimum two and one-half-inch (2.5") caliber (d.b.h),
shall have a minimum twenty-four foot (24 sq. ft.) planting area and shall be spaced an
average of forty-five feet (45') apart. Owner shall provide a list often (10) trees to be
provided and subject to modification by the City.

h. A streetscaping plan shall be submitted to the City of Stockbridge Planning and Zoning
Staff for comments and approved by the City to include sidewalks, street trees,
landscaping, street lighting and street furniture.
i. Any flood plain alteration be supported by a certified engineer at the plan review stage.

j. The Applicant shall submit, to the City Clerk and City Attorney, an updated legal
description and plat, certified by an engineer or surveyor licensed in the State of
Georgia, of the Property.

k. The maximum units per building shall be no more than six (6) units per
building.

l. The minimum distance between buildings shall be twenty (20) feet.

m. The minimum front yard setback shall be twenty (20) feet.

n. The minimum side yard setback shall be fifteen (15) feet.

o. The minimum rear yard setback shall be twenty (20) feet.

p. A Declaration of Restrictive Covenants for Phase 1 shall be amended and modified
to incorporate Phase 2, and the units in Phase 2 shall have all of the same rights
and privileges to use the common areas and amenities located within Phase 1.

4. Site Plan—The developer shall build Phase 2 according to a site plan which is very similar
to the submitted site plan for Phase 2, entitled “Rezoning Plat—Brush Creek Commons
Phase 2”, which was prepared by DGM Land Planning Consultants, Inc.

5. MFR Versus RM-2 District Requirements—The developer shall comply with the MFR
District requirements, except where it conflicts with the development agreement, then the

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
32

development agreement shall take precedence.

6. Front Yard Setbacks—The front yard setbacks of the proposed townhome lots for Phase
2 may be only 20 feet instead of the MFR District’s requirement of 50 feet because the
Second Amendment to the Development Agreement allowed front yard setbacks of only
10 feet.

7. Water and Sewer Facilities—The developer shall comply with the specifications of the
letter from the City of Stockbridge Public Works Department, dated October 10, 2024, as
follows:

a. The developer shall submit construction plans to Public Works within one year (by
October 10, 2025); otherwise, the current reservation of capacity for the estimated 6000
gpd each for water distribution system and sanitary sewer collection systems, based on
the construction of 20 townhome units, shall expire.

b. The developer shall bear all costs that are associated with connecting to the water
distribution system and the sanitary sewer collection system.

c. The developer shall adhere to the City’s Minimum Development Standards.

8. Stand-Alone Development--If ZM-2024-01 is not approved, then Parcel #S07-01006000
shall be a stand-alone development, and it must comply with the requirements of the MFR
(Multiple-Family Residential) zoning district. This means that it must have its own
amenities, HOA, and multi-purpose trail. Further, a variance would be required for the
front yard setbacks of the townhome lots unless the developer complies with the required
50-foot front yard setbacks.

9. Permit Issuance--No land disturbance (LDP) or building permits shall be issued for Phase
2 until the applicant submits a copy of the new recorded plat for the overall Brush Creek
Commons development (Phase 1 and Phase 2) to the Community Development
Department.

10. Legal Description and Plat--The Applicant shall submit, to the City Clerk and City
Attorney, an updated legal description and plat, certified by an engineer or surveyor
licensed in the State of Georgia, of the Property.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
For Brush Creek
Commons Townhomes
To Be Located At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
Comprehensive
Plan CP-2024-
03
Staff’s Recommendation: APPROVAL
For Brush Creek
REZONING RZ-2024-03To Be
Located At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
REZONING RZ-2024-03
Purpose – Pivotal Enterprises, LLC requests to rezone Parcel #S07-01006000 on the east side of
Brush Creek Court from C-2 (General Commercial) to MFR (Multiple-Family Residential) to allow for
a twenty (20) unit townhome development on 2.2882 acres. The applicant also seeks to combine
Parcel S07-01006000 (Phase 2) with Phase 1, Brush Creek Court, currently under construction,
which will comprise of forty-one (41) townhomes.
Applicant/Developer – Eaman Fatemi, Member, Pivotal Enterprises, LLC.
Zoning History:
1. Original Rezoning--Property was rezoned on July 14, 2003 via Case #RZ-03-04, from R-2
(Single-Family Residential) to RM-2 (Residential Multifamily--Townhomes). The original
developer installed Brush Creek Court, but did not construct any buildings.
2. Development Agreement Plus Two Amendments—Rezoning included a Development
Agreement, followed by two amendments. They included various development conditions
and required certain amenities to be included within the development.
3. Zoning Modification Case #ZM-2022-01—Was approved by the Planning Commission on
October 27, 2022, then was approved by City Council on September 14, 2022. The approved
ordinance (#ZM-2022-01) states that ZM-2022-01 represented a modification of the terms of
RZ-03-04 to allow the applicant to make certain changes to the site plan and the amenities.
The changes are listed on the next slide.
Zoning History
Surrounding Zoning and Land Uses
BOUNDARY SURVEY--BASIC
VICINITY ZONING MAP
Legend:
• Gold (subject property)—MFR (Multiple Family Residential District)
• Red—C-3 (Heavy Commercial District)
• Orange—MHR (Mobile Home Residential District)
• Medium Pink—C-2 (General Commercial District)
• Yellow—SR (Suburban Residential) District)
AERIAL PHOTO OF THE SITE
BOUNDARY SURVEY—WATER AND SEWER LINES
BOUNDARY SURVEY—STORM SEWERS
Staff’s Recommendation:
APPROVAL/CONDITIONS
FoZoning Modification Case #ZM-2024-01:
Brush Creek Commons, Phase 1, on
Brush Creek Court
(Parcel #S07A01100000)
r Brush Creek
ocated At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
PURPOSE OF THE ZONING MODIFICATION
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
ZONING MODIFICATION CASE #ZM-2024-01. Consideration of a major zoning modification request for Parcel
#S07A01100000 on the west side of Brush Creek Court to provide for major changes to a previously-approved site
plan (which was the subject of Zoning Modification Case #ZM-2022-01 in 2022) by allowing the expansion of the site
boundaries to include Parcel ##S07-01006000 on the east side of Brush Creek Commons, which would be developed
as Phase 2 of the existing townhome development. Applicant: Pivotal Enterprises, LLC, c/o Battle Law, P.C.

BACKGROUND INFORMATION:
Phase 1 of the Brush Creek Commons townhome development, which will have 41 units, is
currently under construction. Staff recommendation—Approval with conditions. Planning
Commission action on November 21, 2024—Approval with conditions.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
ZM-2024-01 for PARCEL #S07A01100000 ON THE WEST SIDE OF BRUSH CREEK COURT.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: APPROVAL WITH CONDITIONS.

Staff Signature

Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID S07A01100000 Class C Owner PIVOTAL ENTERPRISES LLC Land Value: $100
Last 2 Sales
Property Acreage 15.895 Address 1705 ENTERPRISE WAY STE S- Building $0
Date Price Reason Qual
Address 100 Value:
n/a $ n/a n/a
District City/Stockbridge MARIETTA GA 30067 Misc Value: $0
n/a $ n/a n/a
Total Value: $100

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 5/31/2024
Last Data Uploaded: 5/31/2024 12:01:43 PM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads
Flood Map
X - 500 Year Flood
0.2 - Areas of 0.2%
annual chance ood
A - 100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood. Base
Flood Elevations
(BFE) have not been
determined.
AE -100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood.
287 ft Determined by
detailed methods
with Base Flood
Elevations (BFE).
AO - Areas subject
to inundation by 1-
percent-annual-
chance shallow
ooding, average
depths 1-3 feet
Wetlands

Parcel ID S07-01006000 Class C Owner PIVOTAL ENTERPRISES Land $126500
Property Acreage 2.53 Address LLC Value: Last 2 Sales
Address 1705 ENTERPRISE WAY Building $0 Date Price
Reason Qual
District City/Stockbridge STE S-100 Value: MULTI
3/22/2021 $387,000 U
MARIETTA GA 30067 Misc $0 PARCEL
Value: PART
12/17/2013 $57,500 U
Total $126500 INT
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 3/21/2024
Last Data Uploaded: 3/21/2024 7:42:23 AM

Developed by
Comprehensive Plan Amendment,
BRUSH CREEK COURT Rezoning, and Zoning Modification
S07-01006000 to allow for 19 Townhome Units
AERIAL/SATELLITE IMAGE GOES HERE
Life Storage

QuikTrip Villas 52
Apartments

Waffle House
ZONING MAP AND FUTURE LAND USE MAP
Previously Approved Brush
Creek Plan

STAFF REPORT

TO: Mayor and City Council
Planning Commission

FROM: Linda M. Logan, Senior Planner, Planning and Zoning Division

CC: Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024 and December 9, 2024

SUBJECT: Staff Report for Zoning Modification Case #ZM-2024-01:
Brush Creek Commons, Phase 1, on Brush Creek Court
(Parcel #S07A01100000)

I. PURPOSE
The applicant, Pivotal Enterprises, LLC (represented by Battle Law, P.C.), requests a major
zoning modification on Parcel #S07A01100000 on the west side of Brush Creek Court to
provide for major changes to a previously-approved site plan by allowing the expansion of the
site boundaries to include Parcel #S07-01006000 on the east side of Brush Creek Court,
which would be developed as Phase 2 of the development. The applicant wishes to add
Phase 2 to the Phase 1 development in order to create one community. By having more
homeowners to share in the cost of the HOA, this would reduce the tax burden of the Brush
Creek Commons, Phase 1 residents. The applicant/developer had considered making the
Phase 2 site an entirely separate development, but this would require that Phase 2 have its
own amenities.

Phase 1 was previously-approved by City Council on November 14, 2022 for the same
applicant via Zoning Modification Case #ZM-2022-01. The applicant prepared a final plat,
which was approved by the Community Development Department and then officially recorded
on September 12, 2003 (in Book 63, Pages 299-308) in Henry County Superior Court. An
associated Amendment to a previously-approved Development Agreement was also
approved as an agreement between the City of Stockbridge and the developer for how the
property was to be developed, including certain conditions. The approval of ZM-2022-01
specified a maximum number of 41 units for Brush Creek Commons, along with a
considerable number of required amenities. The applicant had applied for ZM-2022-01 for the
purpose of reducing the number of amenities which were required by the original rezoning of
the property under RZ-03-04 and its associated Development Agreement.

The approved site plan under ZM-2022-01 did not designate the adjacent parcel to the east

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

(Parcel #S07-01006000) for future development as Phase 2. It was simply shown as vacant
land on the Boundary Survey of the ZM-2022-01 application for Brush Creek Commons. The
site plan for the Phase 1 development was officially recorded on September 12, 2023. Now,
Phase 1 is under construction, and the aerial photo of Parcel #S07A01100000 shows that an
individual parcel has been created for each of the 41 approved townhome lots. (Prior to the
creation of the townhome lots, the parent parcel was known as Parcel #S07-01006005.)
Phase 2 would add 20 more units; thus, the entire development would have 61 units if ZM-
2024-01 is approved.

The applicant’s Letter of Intent states that the purpose of ZM-2024-01 is to modify the
Conditions of the original rezoning of the Phase 1 property via RZ-03-04, subject to the
Conditions from Exhibit A, to allow for and include the development of Phase 2. The approval
of ZM-2024-01 would be followed by a third amendment to the Development Agreement,
which would also contain an amendment to the Declaration of Restrictive Covenants

II. NEEDED ADDITIONAL APPLICATIONS

A. For Brush Creek Commons, Phase 1. A third Amendment to the Development
Agreement would need to be prepared and approved by City Council. It would be drafted by
the City Attorney or City Zoning Attorney and the applicant’s attorney as an agreement
between the City of Stockbridge and the applicant/developer. The purposes of the
Amendment would be the following:

1. Allow the expansion of the boundaries of the previously-approved development for Brush
Creek Commons to include Parcel #S07-01006000.
2. Allow the increase in the number of townhome lots and units from the previously-approved
maximum of 41 units to 61 units to accommodate 20 more townhome lots and units to be
constructed on Parcel #S07-01006000.
3. Allow the approval of a new overall site plan to include a design for Parcel #S07-1006000.
4. Allow the amenities which were previously-approved for the Phase 1 site plan to also be
used by the residents of the Phase 2 site.
5. Allow the HOA which serves the Phase 1 site to also serve the Phase 2 site.
6. Provide exemptions for the Phase 2 site so that it would not be required to have its own
separate amenities and HOA.

B. For Brush Creek Commons, Phase 2. The applicant’s proposed addition of Parcel #S07-
01006000 to create Phase 2 to the approved Phase 1 Brush Creek Commons development
may not take place with the approval of ZM-2024-01 alone because the Phase 2 parcel has
a different future land use designation and zoning classification from the Phase 1 parcel. The
applicant has therefore submitted two applications for the Phase 2 property, as are listed
below, which are to be considered simultaneously with the ZM-2024-01 application for Phase

~ Comprehensive Plan Amendment Case #CP-2024-03—The applicant requests to
change the future land use designation of Parcel #S07-01006000 on Brush Creek
Court from its existing “Low-Density Mixed-Use” designation to the “Medium-Density

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

Residential” designation to allow for the development of the proposed Brush Creek
Commons, Phase 2 Townhomes.

~ Rezoning Case # RZ-2024-03 -- The applicant requests a Rezoning of Parcel #S07-
01006000 on Brush Creek Court to rezone the property from ‘C-2’ (General
Commercial) to ‘MFR’ (Multiple-Family Residential) to allow for the development of
the proposed Brush Creek Commons, Phase 2 townhomes.

The adjacent parcel would be developed with 20 townhomes as Phase 2. These proposed
20 townhomes on 2.2882 +/- acres would be added to the 41 townhomes which are being
constructed for Brush Creek Commons, Phase 1 on 18.895 +/- acres. ZM-2022-01 was
approved on November 14, 2022 via Ordinance #ZM-2022-01. Its purpose was to allow
various changes to the site plan and required amenities that were specified in the original
rezoning of the property via Rezoning Case #RZ-03-04. The approval of ZM-2022-01 was
based on a new site plan which the applicant had prepared. If ZM-2024-01 is approved, the
combined development would have a total of 61 townhomes on 21.1777 +/- acres, for an
overall density of 3.39 units per acre.

Much of the Brush Creek Commons’ property lies within a floodplain and is unbuildable. A
locked gate is present today at the beginning of Brush Creek Court, off North Henry Boulevard,
which is flanked by a QuikTrip station and a Waffle House Restaurant. Brush Creek traverses
the rear of the property through a floodplain, and the property has rear frontage on Shields
Road. However, RZ-03-04 prohibited any access from Shields Road.

III. ZONING HISTORY

The Brush Creek Commons property was rezoned on July 14, 2003 via Rezoning Case #RZ-
03-04, from R-2 (Single-Family Residential) to RM-2 (Residential Multifamily--Townhomes).
Along with the rezoning was an approved Development Agreement, dated July 21, 2003
(between the City of Stockbridge and Royce Grant), which was approved via Ordinance #03-
60, effective on March 10, 2003. The approval of the rezoning was not an approval of the
conceptual site plan. Its boundaries, though, did show the inclusion of Parcel #S07-
01006000, although it was not marked as Phase 2.

The original Development agreement listed twelve (12) Conditions of approval in Exhibit A.
They specified the specific amenities which the developer was required to provide, as well as
various architectural and other requirements. The developer was also required to meet the
requirements of the RM-2 (Residential-Multifamily Townhomes) zoning district. RM-2 was
one of the previous zoning districts (along with RM-1 and RM-3) which merged to form the
current MFR (Multifamily Residential) zoning district. Two Amendments to the Development
later were approved for a new property owner, Timberline Group, LLC. The First Amendment,
which was approved on December 3, 2004, imposed the maximum allowable number of
townhome units to be built as forty-one (41). The Second Amendment, which was approved
on August 13, 2007, allowed a variance to reduce the front yard setback requirement to ten
(10) feet.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

The Development Agreement made provisions for the future development of Brush Creek
Commons. The original conceptual site plan included the Phase 2 parcel, without designating
it as Phase 2. Paragraph 13, entitled “Future Changes in Development Standards”, states as
follows:
13.

Future Changes in Development Standards

All development regulations, guidelines, standards, rules, and conditions of
the City in effect as of the date of this Agreement and the regulations,
guidelines, standards, rules, and conditions of this Agreement shall control
over any future changes in the City regulations, guidelines, standards, rules,
and conditions.

Pivotal Enterprises became the new owner of the property, and it applied for a Zoning
Modification via ZM-2022-01, which was approved by City Council on November 14, 2022 via
Ordinance #ZM-2022-01. Its purpose was to allow various changes to the site plan and
required amenities that were specified in the original rezoning of the property via Rezoning
Case #RZ-03-04. The approval of ZM-2022-01 was based on a new site plan which the
applicant had prepared. (The current UDC does not list required amenities for multifamily
projects.) The applicant had cited the presence of floodplains and wetlands, which comprise
5.459 acres of the total 18.895-acre site, as being one of the reasons why some of the
previously-required amenities could not be installed. Other reasons included the anticipated
high HOA maintenance costs and impractical locations. The approval of ZM-2022-01 still
required the development to comply with the remaining zoning conditions of the original RZ-
03-04 rezoning and development agreements.

A more detailed zoning history of the subject property appears in the Appendix of this report.

IV. PROPERTY DATA (TABLE 1)

Descriptive Factor Research Findings
Applicant and Owner Pivotal Enterprises, LLC.
Proposed Development Expansion of the 41-unit Brush Creek Commons
townhome development by adding an adjacent parcel
and developing it with 20 more townhomes.
Parcel Identifications (no • Phase 1 Parcel--S07A01100000 (previously known as
addresses) Parcel #S07-01006005 prior to the creation of the 41
townhome lots). In Land Lots 59 & 71 of District 12.
• Phase 2 Parcel—S07-01006000. In Land Lot 59 of
District 12.
Parcel Acreage • Brush Creek Commons, Phase 1 Parcel—Has 18.895
+/- acres, of which 5.459 acres lie within a floodplain.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

• Brush Creek Commons, Phase 2 Parcel--Has 2.2882
+/- acres.
• Combined Sites--21.1777 +/- acres.
Environmental Conditions • Brush Creek Commons, Phase 1 Parcel—Is fairly level.
Floodplains and wetlands are present at the rear of the
property near Brush Creek. Townhome construction is
underway.
• Brush Creek Commons, Phase 2 Parcel—Is fairly level,
wooded, and vacant. Property access exists via a 30-
foot Access Easement off North Henry Boulevard to
Brush Creek Court.
Property Access Brush Creek Court, off North Henry Boulevard.
Current City Zoning Phase 1 Parcel—Zoned ‘MFR’ (Multiple Family
Residential).
Phase 2 Parcel—Zoned ‘C-2’ (General Commercial).
Both Parcels--Are not located in the Parkway Mixed-Use
Overlay District.
Surrounding Zoning • North—MHR (Mobile Home Residential) and SR
(Suburban Residential) districts.
• South—C-2 (General Commercial), MFR (Multiple
Family Residential), and SR (Suburban Residential)
districts.
• East—SR (Suburban Residential) district.
• West—C-3 (Heavy Commercial) and C-2 (General
Commercial) districts.
Future Land Use Designation • Phase 1 Parcel—Low-Density Mixed-Use and
Medium-Density Residential.
• Phase 2 Parcel—Low-Density Mixed-Use.
Surrounding Land Uses • North—Two mobile home parks and Meadow Ridge
Subdivision.
• South—Commercial uses (QuikTrip and Waffle House)
and an apartment community.
• East—Meadow Ridge Subdivision and individual
single-family residences.
• West—Commercial uses.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH OF BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT SITE
Parcel #S07A01100000
Frontages on Brush Creek Court and Shields Road
Accessed from Brush Creek Court Only

LEGEND: Green—100-Year Flood Pink—500-Year Flood

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH OF BRUSH CREEK COMMONS, PHASE 2
PROPOSED TOWNHOME DEVELOPMENT SITE
Parcel #S07-01006000
Frontages on North Henry Boulevard and Brush Creek Court
Accessed from Brush Creek Court

Green—100-Year Floodplain Area Pink—500-Year Floodplain Area

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

AERIAL PHOTOGRAPH WITH PROPOSED OVERALL BOUNDARY
FOR PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

BOUNDARY SURVEY OF BRUSH CREEK COMMONS, PHASES 1 & 2

ORIGINAL CONCEPTUAL SITE PLAN FOR BRUSH CREEK COMMONS

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
10

FROM 2003, SHOWING THE INCLUSION OF THE PHASE 2 PARCEL
WITH THE PHASE 1 PARCEL

CONCEPTUAL SITE PLAN PREPARED BY BUNN GRADING COMPANY, INC. IN 2003

BLUE STAR—SITE OF BRUSH CREEK COMMONS, PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
11

PROPOSED PHASE 2 ADDITION TO THE PHASE 1 BOUNDARY

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
12

PHASE 1 PROPOSED BOUNDARY EXPANSION

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
13

CLOSEUP VIEW OF PROPERTY ACCESS
FROM NORTH HENRY BOULEVARD AND BRUSH CREEK COURT

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
14

FUTURE LAND USE MAP FOR BRUSH CREEK COMMONS,
PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
15

ZONING MAP FOR BRUSH CREEK COMMONS,
PHASE 1 AND PHASE 2

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
16

APPROVED AND RECORDED SITE PLAN FOR BRUSH CREEK
COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01

Recorded on September 12, 2023 in Book 63, Page 300

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
17

APPROVED SITE PLAN FOR BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01:
WESTERN SIDE

Recorded on September 12, 2023 in Book 63, Page 302

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
18

APPROVED SITE PLAN FOR BRUSH CREEK COMMONS, PHASE 1
TOWNHOME DEVELOPMENT VIA ZM-2022-01:
EASTERN SIDE

Recorded on September 12, 2023 In Book 63, Page 301

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
19

CLOSEUP VIEW OF PROPERTY ACCESS
FROM NORTH HENRY BOULEVARD AND BRUSH CREEK COURT

Recorded on September 12, 2023 In Book 63, Page 303

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
20

V. PROPOSED DEVELOPMENT

A. Intent. The applicant/developer is seeking a major zoning modification to allow for various
changes to the previously-approved Brush Creek Commons townhome development and site
plan for Parcel #S07-01006005, which received a new parcel number of S07A01100000 (the
site of Phase 1) after the townhome lots which were approved by Ordinance #ZM-2022-01 were
created. Specifically, the applicant/developer proposes to add and develop Parcel #S07-
01006000 on the east side of Brush Creek Court as Phase 2. Phase 1 is under construction
for 41 townhomes on 18.895 +/- acres, and Phase 2 would be developed with 20 townhomes
on 2.2882 +/- acres, for a total of 61 units on 21.1777 +/- combined acres. The overall density
would be 3.39 units per acre. The applicant has submitted within the Letter of Intent a list of
sixteen (16) proposed Development Conditions for the development of Phase 2. These
Development Conditions are identified and discussed in the staff report for the associated
Rezoning Case #RZ-2024-03.

B. Components. The approval of ZM-2024-01 would allow for and encompass the following:

1. Expanded boundaries for the overall development.

2. An increase in the maximum number of townhome lots and units, from 41 to 61.

3. A new overall site plan to include the boundaries of Parcel #S07-01006000 on the east
side of Brush Creek Court, as well as a specific site plan for Phase 2.

4. The sharing of the Phase 1 amenities with the Phase 2 townhome owners, in conjunction
with an exemption of Phase 2 from requirement to have its own amenities.

5. The sharing of the Phase 1 HOA with the Phase 2 townhome owners, in conjunction with
an exemption of Phase 2 from the requirement to have its own HOA

6. An Amendment to the Development Agreement to allow for the above items.

C. Property Conditions. Much of the Brush Creek Commons Phase 1 parcel lies within a
floodplain due to the presence of the Brush Creek, and it is unbuildable. The property has rear
frontage on Shields Road, but a zoning condition of Rezoning Case #RZ-03-04 prohibited any
access from Shields Road. A locked gate is present today at the beginning of Brush Creek
Court, off North Henry Boulevard, which is flanked by a QuikTrip station and a Waffle House
Restaurant. The Phase 2 parcel is located directly behind the Waffle House Restaurant.

D. Development of Phase 2. The applicant/developer proposes to develop 20 townhome lots
and units on Parcel #S07-01006000 as Phase 2 of the Brush Creek Commons townhome
development. For such purpose, the applicant has obtained a utility letter from the Department
of Public Works, dated October 10, 2024. It states that water and sewer capacities are currently
available to serve the proposed 20 townhomes to comprise Phase 2, but that if the developer
does not submit construction plans within one year of that date, then the reservation of those
capacities shall expire. In addition, the developer would be responsible for all associated

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
21

connection costs and would be required to adhere to the City's Minimum Development
Standards.

E. Proposed Site Plan for Phase 2. The applicant has submitted a site plan, entitled “Rezoning
Plat: Brush Creek Commons, Phase 2”, which was prepared by DGM Land Planning
Consultants, Inc. for the development of 20 townhome lots on Phase 2. It provides the following
acreages: 15.74 acres in Phase 1, 2.28 acres in Phase 2, and 18.02 total acres. The site plan
shows that the Phase 2 development would be accessed from the east side of Brush Creek
Court. An internal circular street with a cul-de-sac would then provide access to the individual
townhome lots. The proposed 20 townhome units would be contained within four townhome
buildings. A guest parking lot, a 30-foot buffer on the north side of the property, and green space
would also be provided on the Phase 2 site. The site plans show nearby amenities which are
being developed on the Phase 1 site on the west side of Brush Creek Court. The applicant
seeks permission via ZM-2024-01 to allow the Phase 2 residents to use the Phase 1 amenities.

F. Proposed Combined Site Plan for Phase 1 and Phase 2. The applicant has submitted a
proposed combined site plan to show an overall boundary for Phase 1 and Phase 2. Its title is
“Rezoning Plat: Brush Creek Commons”, and it was prepared by DGM Land Planning
Consultants, LLC. The overall site would have 18.02 acres, with 15.74 acres in Phase 1 and
2.28 acres in Phase 2. The combined total of 61 townhome units would include 41 units in
Phase 1 and 20 units in Phase 2.

G. Proposed Development Conditions. The applicant has included within the ZM-2024-01
application a proposed revised Exhibit A, which includes a list of sixteen (16) “Proposed
Development Conditions” for Phase 2. However, two of them, as are listed below, are of a
general nature and seem to apply more to the proposed zoning modification for the entire
development rather than to Phase 2 alone. Further, the language within these two development
conditions would be appropriate to also include within the needed Amendment to the
Development Agreement.

j) The Applicant shall submit, to the City Clerk and City Attorney, an updated legal
description and plat, certified by an engineer or surveyor licensed in the State of
Georgia, of the Property.

p) A Declaration of Restrictive Covenants for Phase 1 shall be amended and
modified to incorporate Phase 2, and the units in Phase 2 shall have all of the
same rights and privileges to use the common areas and amenities located
within Phase 1.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
22

PROPOSED SITE PLAN FOR BRUSH CREEK COMMONS,
PHASE 2 TOWNHOMES

Title: “Rezoning Plat: Brush Creek Commons, Phase 2”

Prepared by DGM Land Planning Consultants, Inc.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
23

PROPOSED COMBINED SITE PLAN FOR PHASE 1 AND PHASE 2

Title: Rezoning Plat: Brush Creek Commons”
Prepared by DGM Land Planning Consultants, LLC

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
24

VI. ANALYSIS AND CONCLUSIONS REGARDING THE ZM-2024-01 ZONING
MODIFICATION PROPOSAL

1. Original Intent—The original conceptual site plan for Brush Creek Commons, which was
prepared by Bunn Grading Company, Inc. in 2003, showed the inclusion of Parcel 2 within
the overall development, although it was not labeled as Parcel 2. Therefore, the fact that
the applicant wishes to officially add the Phase 2 parcel to the boundaries of the overall
development is not unexpected.

2. Timing of the Phase 2 Development Proposal--If the proposed survey in the zoning
modification application from 2022 (ZM-2022-01) had shown the inclusion of the Phase 2
parcel, and if a full site plan for the Phase 2 parcel had been provided, then the necessity
of filing the current ZM-2024-01 application may have been avoided.

3. Reasonableness of Applicant’s Request--The original rezoning of the property via RZ-
03-04 required the Brush Creek Commons development (Phase 1) to include a relatively
large number of amenities for only 41 townhome units. That number was reduced by the
approval of ZM-2022-01 so that the developer could reduce the costs of installing so many
amenities and reduce the HOA costs to the homeowners. However, the applicant today
believes that the number of required amenities for Phase 1 is still excessive relative to
the size of the Phase 1 property (18.895 +/- acres, of which 5.459 acres lie within a
floodplain). Therefore, it is reasonable for the applicant to want to add more townhome
units to the Brush Creek Commons development so that the HOA tax burden on each
resident could be reduced. This would also eliminate the necessity of providing additional
amenities for the Phase 2 parcel, which has only 2.2882 +/- acres.

4. Effects on Surrounding Property and Infrastructure--The inclusion of Phase 2 within
the boundaries of the overall Brush Creek Commons development, as opposed to
designating Phase 2 as a separate development entirely, would not involve any
alterations to the proposed site access for Phase 2, its townhome units, or buffering. In
addition, no adverse effects of on surrounding properties are anticipated.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024
25

VII. RECOMMENDATIONS

In view of the analysis above, the Planning and Zoning Staff recommends the APPROVAL
WITH CONDITIONS for Zoning Modification Case #ZM-2024-01 for Brush Creek Commons.
The conditions are listed below.

1. Rezoning and Development Agreement Compliance--The developer shall comply with
the requirements of the approved rezoning case (RZ-03-04 via Rezoning Ordinance No.
03-152, the original Development Agreement, the First Amendment to the Development
Agreement (dated December 13, 2004), and the Second Amendment to the Development
Agreement (dated August 13, 2007).

2. Updated Legal Description--The Applicant shall submit, to the City Clerk and City Attorney, an
updated legal description and plat, certified by an engineer or surveyor licensed in the State of
Georgia, of the Property.

3. Declaration of Restrictive Covenants--A Declaration of Restrictive Covenants for Phase 1 shall
be amended and modified to incorporate Phase 2, and the units in Phase 2 shall have all of the
same rights and privileges to use the common areas and amenities located within Phase 1.

4. Permit Issuance--No land disturbance (LDP) or building permits shall be issued for Phase 2 until
the applicant submits a copy of the new recorded plat for the overall Brush Creek Commons
development (Phase 1 and Phase 2) to the Community Development Department.

City of Stockbridge, Georgia Community Development Department; Nov. 21, 2024 and Dec. 9, 2024

''] .II@:0.P9GE] 4GLDO] .L3] G/P.:E32] 4LGD] "GDDVE9QZ] #3W3AGID3EQ] *3MW903O] ] (GLQ8] %3EMZ] !AW2]
*PG0>/L9263] $ ]  ] GL] .P] 8QQIO OQG0>/M:2636.GM623I.MQD3EQO0GDDVE:QZ 23W3AGID3EQ]
2.& 5&` 4& $` ..` +05647#6+105` "&'14&` '+.+0) `        1(`

6:2&5`1'`/1$+'+# 6+10`

 $/+0+564 6+8&`/1$+'+# 6+10` !`DG2:4<0.P:GE]G4]0GE29Q:GEO]QG].]-GE:E6]GL],O3])3LD:Q]Q8.P
2G3O] EGQ] M3KV:L3] .] IV/B90] 83.L9E6] ] 2309O9GE] X9AA] /3] D.23] /Z] Q83] #:L31QGM] G4] "GDDVE:PZ
#3W3AGID3EQ]*3MW:03O

 ;10+0)` /1$+'+# 6+10 ` ]DG29490.Q9GE]G4]0GE29Q9GEO]QG].]-GF9E6]GL] ,O3] )3MD:Q] X83M3]IV/A90
9EP3M3OP] 8.O] /33E] 23P3LD9E32] +89O] L3KV:M3O] .] IV/B:0] 83.L9E6] /Z] Q83] ":PZ] G4] *QG1>/L:263
"GVE09B]D3D/3MO]"GDDVE:PZ]#3W3BGID3EP]*3LW:03O]X:BB]D.>3].]L31GDD3E2.Q:GE]PG]Q83]"GVE09B

'+.+0)`4&37+4&/&065 `

 24& 22.+# 6+10` /&&6+0)` 0$`4&8+&9` '14/ ` )L9GM] PG] OV/D9QP:E6].] L3[GE9E6] L3KV3OQ] ZGV] .L3
L3KV9M32]PG]D33Q]X<P8]*Q.5]QG]L3W93X]ZGVM]ILGIGO.@].E2]9OOV3].]IM3 .IIA:0.P:GE]L3W:3X]4GMD]X8:18]/31GD3O
I.LQ] G4]ZGVM] .IIA90.Q:GE] I.0>3P]                BO<IL` .HPA<
.QD<P`NNRE=P ?GY^RCWYR?J>UGAEB E= ER\]HZF _Q[V@QP@BSZ[<L`XHZB`SL<P`<PA`LBZZBV`QCH̀PZBPZ`<ZZ<@FBA
ZQ`O<KB`<P`<SSQHPZOBPZ

 22.+# 6,10`'14/5 `1PB``$HDHZ<L`#QS_`1PB``*<VA`@QS_`<VB`VBT[HVBA ` ..`.IIB90.Q9GE]4HMDO
DVOP]8.W3]P83]GM969E.A]O:6E.PVM3O]G4]P83]IMGI3MPZ]GXE3M ] GM].QP.18].] )GX3L G4 PQGLE3Z ] GM]2G0VD3EQO
O8GX:E6].E]GIQ:GE]PG]IVL08.O3]Q83]ILGI3MQZ

 .&) .`$&5#4+26+105 `1PB``$HDHZ<M`#QS_`1PB``*<VA`@QS_`<VB`VBT[HVBA`+83]B36.A]23O0L9IP9GE
DVOQ]/3].] D3P3O] .E2] /GVE2O]23O1M9IQ9GE]G4]P83]ILGI3LPZ]Q8.Q]3OQ./A9O83O].]IG9EP]G4]/369EE:E6].E2]69W3O
2:L30P9GEO] /GVE2O].E2] 29OQ.E13O] D3Q3O] G4] IMGI3MPZ] B:E3O] &4] Q83] IMGI3NZ] 0GEO9OQO] G4] DGL3] P8.E] GE3
I.M03B] .BB]I.M03BO]DVOQ]/3]0GD/9E32]:EQG]GE3]B36.C]23O1L9IP9GE

 5+6&`2. 0` 0$`5748&: ` 1PB``$HDHZ<L`#QS_`'Q[V``*<VA`@QS_`<VB`VBT[HVBA`GE3]G4]X8918]DVOQ
/3] \]Y]] +83]O9Q3]IB.E]DVOP]9AAVOPL.P3]P83]L3KV3OQ32]DG2:4:0.P9GEO] *:Q3]IA.EO]DVOQ]/3]4GB232]2M.XE
QG]O0.A3].E2]DVOQ]EGP]3Y0332] ]Y] ]+83]L3KV9L32]EVD/3L]9O]OV/=30P]PG]08.E63] *VLW3Z]G4]P83]O9Q3

 $&8&.12/&06` 4&0$&4+0)5` 0$` &.&8 6+105 ` 1PB` `$HDHZ<L` #QS_` 1PB` `*<VA` @QS_` HX
VBT[HVBA

 .&66&45`1'`,06&06 ` 1PB``$HDHZ<L`#QS_`1PB``*<VA`@QS_`<VB`VBT[HVBA` +83]A3QQ3L]G4]<EQ3EQ]DVOQ
3YIC.9E]P83]09L0VDOP.E13O]VIGE]X8918]P83]L3KV3OQ32]08.E63]G4]1GE2:P:GE]:O]/.O32] &E1BV23]Q83]L3.OGE]X8Z
T]23W3AGID3EQ]GL]VO3]G4]Q83] ILGI3LPZ]1.EEGP]/3].00GDIA9O832]X:P8GVQ]DG2:4:0.Q9GE]G4].]0GE29Q9GE].E2
923EP94Z]P83][GE9E6VO3]I3LD9P]0.O3]EVD/3M].E2]OI319491]1GE2:Q:GEO] /39E6].22M3OO32

 $- #&06`2412&46:`190&450&+)*"14*11%` 551#+ 6+10`.&66&45 ` 6]Q``@QSHBX`<VB
VBT[HVBA` .Q]P83]P9D3]G4]4:B:E6
 237- .7,Q 5'#./!!Q , 77 35 Q 7OGQ  Q @GHDBLQ >JBQ KBINDKBAQ 1Kx Ex gJfnJlmx Lchx Eb
(+7281>@=(@1B,x7:+1-1*(@3:8xgJfnRhJlxExlRNbcLLxFrxEx*RmrxcLx>mcHXFhSINJxIJdEgm`JbmxchxlmELMxdJglcb
lnHQxElxmQJx@hELLRHx,bNSbJJgxchxmQJx(gFchSlm xmQSlxZJmmJhxSlxgJfnShJIxEmxmQJxmR`JxcKxLRZSbN

 '5,/5:3 Q!/3- Q 1KxmQJxcpbJg xEdd[RHEbm x EbIcgxEddZSHEbmlxhJdgJlJbmEmRoJxQElx`EIJxExHEadERNb
HcbmgSFnmRcbxmcxEbrxaJaFJgxcLxmQJx*Rmrx*cnbHSZxLchx  "xchx`chJxpRmQSbxmQJxdElmx xrJEhl x >JHmScblx
mQgcnNQx xcLxmQJx+RlHZclngJx-chax-ch`x*x`nlmxFJxHc`d[JmJIx1KxbcxHcbmgSFnmRcblxQEoJxFJJbxaEIJ x 8c
lQcnZIxFJxHSgHZJIxEbIx >JHmRcbx xcLxmQJxLch`xHcad[JmJIx;gcoSIJx@pcx xHcdSJl

Q! 5Q ->EBQ@CB@EQH>P>?FBQMGQ(9Q0"Q681+4( $ Q% 04$)Q

     9)1<-$A"%A%/!*.%$A:1A2-!00*04#*:=1&9;1#+"6*$5%'!'1>A@*:)A)!6$A#13*%9A/!*-%$A:1
-!00*0(A  10*0(A  A16:)A %08A-?$A :1#,"7*$(%A A  

! 5Q

-/ '!'7'/.Q5 Q! Q
 x ;6A>x  x-:=x,(*0x(++1@1:8(6x7:+1-1*(@4:8x=,<A,>@x:8x@0,x>(7,x;=:;,=@Cx
3 ;'5'/.5Q
"x;,=x=,B1>4:8x

- 7'.#Q. Q2:,*Q& 3'.#5Q

 5& :, Q (xlHQJIn[JxpRmQxIJEIZSbJlxEbIxdnFZSHxQJEhSbNxIEmJlxLchxDcbSbNx7cISLRHEmRcblxRlxcFmERbEFZJx
Lhc`x JSmQJgx mQJx*c``nbSmrx +JoJ[cdaJbmx >JgoRHJlx chx cbx cngx pJFlSmJx Emx Qmmdl'lmcHXFhSINJNEchN
dENJlNcoJhb`JbmdZEbbSbNtcbSbN

v '7<Q/:.',Q- 7'.#Q@QJx*Rmrx*cnbHS[xQc[IlxExdnFZSHxQJEgSbNxcbxmQJxLcnkQx@nJlIErxcKxJEHQx`cbmQxEmx
$&x d`xRbxmQJx>mcHXFgRINJx*Smrx 0E_Z x # x 8cgmQx 0Jbgrx )cn[JoEgI x >mcHXFgRINJ x .(x  % 

2/57'.#Q/!Q5'#.5Q

v '7<Q /:.',Q 2:,'Q & 3'.#Q ./7' Q 5'#.Q >RNblx Ejxmcx GJx dclmJIx EZcbNx mQJx LgcbmENJlx cL
dhcdJgmRJlx lnFVJHmx mcxtcbSbNx `cIRLSHEmRcblx mQEmx bcmRKrxEhJExhJlSIJbmlx cKxmQJx *Rmrx *cnbHSZx dnF[RHx QJEgSbN
(dd[SHEbmlxEgJxgJfnSgJIxmcxdclmxlSNblxSbxHcbldRHncnlxdZEHJlxEZcbNxmQJxdgcdJimrlxdnFZSHxlmgJJmxKgcbmENJl
bcx \EmJgxmQEbx xIErlxFJKcgJxmQJx*Rmrx*cnbHSZxQJEhSbNx-ESZngJxmcxdclmxmQJxlRNblxdgcdJgZr x SbxEHHcgIEbHJ
pSmQxSblmhnHmScblxNRoJbxmcxEdd[SHEbmlxEmxmQJxmRaJxcK LS[SbN xpSZ[xgJlnZmxSbxIJ[ErTbNxEHmRcbxcbxmQJxdJmSmRcbxnbmSZxmQJ
bJqmxEoERZEFZJxEddgcdhSEmJxQJEgSbNxIEmJx AA A  A A A A  
A A ?5/9?

v 1LxmQJxlSNbxRlx`nmS[EmJIxEbIcgxgJ`coJIxSmxRlxmQJxEdd[SHEbmlxhJldcblSFR[SmrxmcxcFmERbxEbIxgJdclmxExbJpxlSNbl

./7'!'7'/.Q!/3Q=/.'.#Q-/ '!'7'/.Q

v 8cmTHJxSlxaERZJIxoRExA>x 7ESZxFrxmQJx*RmrxcKx>mcHYFhRINJxmcxE[[xdgcdJhmrxcpbJglxpSmQSbxExfnEgmJhaR[JxcK
mQJx lnFWJHmxdhcdJhmrx >EUIxbcmTHJxUlxaEU]JIxbcx ^EmJhx mQEbx "xIErlxdhRcgxmcxmQJxdnF]THxQJEgTbNxmcxdgcdJhmr
cpbJhlx cKx hJHcgIx Elx lQcpbx cbx mQJx gJE[x JlmEmJx mEqx gJHcgIlx cLx 0Jbhrx *cnbmrx Elx hJmhRJoJIx FrxmQJx *Smrl
.JcNgEdQRHx1bLcg`EmRcbx>rlmJ`l

w (xdnF[RlQJIxbcmSHJxSbxExbJpldEdJgxcLxNJbJgEZxHRgHn[EmRcbxSlxIcbJxFrxmQJx*RmrxcLx>mcHXFgSINJxbcxZEmJgxmQEbx "
IErlxdhSchxmcxmQJxdnFZSHxQJEgRbNx @QJxdnFZRlQJIxbcmRHJxHcbmESblxmQJxmS`J xdZEHJx dnhdclJxcLxmQJxQJEgSbN xEbI
mQJxZcHEmScbxcKxmQJxdhcdJgmrx !x
áŒ3ô7ùb41ŞƁ

ÈƁG47£éGŎīxønťx3ńƁĿ11Jy8ČƁż{JtƁ3Ņ7ƁŋsƁŦt7ƁşJnsĄƁGĬê8814Ɓo7ąŌ4üƁŠboŀzšŢĒ38Ɓ3ĀƁëņžƁìGŏĭyõíJē38Ɓ{Ɓ41őbz41ú«ƁÉƁ
           *  $* *&  * * *' * ' !*%*  *ŧĆƁ+Y ĸƁœMƁačƁ
9ŨƁDƁƁ ƁƁƁ9' Ɓ 25Ɓć(Ɓ Ɓ9Ÿ!gƁ !ĈƁƁ ƁEƁ!Ɓţ !ƁũƁÌY5Ɓ
 [!Ɓ0ĊŔƁ | ƁƁ Ū =ƁWƁ`9 Ɓ+ĥ Ɓ:2 Ɓ0Ɓ*a%Ɓ%ƁūĎƁ #)*(* " *EƁƁ
 ƁMĔ ƁñƁ;ƁƁĮŬƁ ±»Ɓ<ƁIĕƁƁ KƁďįqƁ0Ɓ'ŭE Ɓ(>Ɓ

`36OV:G` 
(` !"2W)%`4@AB;*QR` C;`^*ST H`#] +Z<NEK `7U`1X,` I&``M-_
=DF8LJ`./Y9\` > 01`?[C'`5$P`   
WƁ/ƁCƁ(&0IĖ Ɓ Eė Ɓj['ĘƁ')ƁƁL2Ɓ !XƁWXƁāƁ2Ɓ')Ɓ"ŽŐƁċ^Ɓ qƁ:ƁƁ
ý9 ¬Ɓ İƁa(Ɓ ƁâıF]ęF Ɓ]ƁæFĚ ƁàĉƁ Ɓ0Ůî%]ƁƁNƁCƁ!2ƁuĲ­Ɓ

/ěŷƁCƁ!&ò} Ɓ ïZ ƁðƁçŊ ƁÏ-*-ōƁ /ĜůƁĂƁKöħ0Ř Ɓ.r-D Ɓÿ÷Ɓ
/''F} <Ɓ* \ ƁL Ɓ l%- Ɓ/řƁ.~ rĝ Ɓ
 ƁV_:ĐƁÖHdƁ. *Ɓ  ƁVH:Ɓ×Ɓ. *Ɓ
)&B% Ɓ, ƁR ?Ɓ  &p- Ɓ, Ɓ  QƁ
 >Ɓ" #ƁƁS¤ SƁ ) ®Ɓ" #Ɓ·¥h Ɓ

N|jD+}k1X0w9K< xOc<yz+=tV2>{*G3? RkE+l5[0tN9K= n9="eHt6Bb=f*FW2?
+~l2Y0qP9I= P ' gS7Tp.^!ku U_;UhK
 (kuL%=dr m ]=-r:  )lsM&=iu k `B/u9
+k4Z0sQ9J@#     +o8\0vV:KC$    
,Aa   B]   

/% ƁCƁ ĨpZ Ɓ óĳĞƁ6&ƁL\5ƁÆÇ6)_Ɓ_(Ł(Ɓ( =ÄƁ" #Ɓ P? ¸ Ɓ
Ű&B Ɓ B |Ɓ6ĩƁ.ŹZğ Ɓ +Ɓ(\Ɓ Ĺ=ÅƁ" #Ɓ¦²Ɓ
 QƁ åſĴƁŗ%*Ɓ
űĪBI-û eƁÔ Ɓ ¹ ?Ɓ

AŇŚƁÍƁ6 ƁƁ+ŕƁ ;đŖ;Ɓ Ø^NƁ@;<ƁÙĶųuƁ^KƁ
? T¼ƁkĠ +ƀƁ Ɓ6 Ɓ ÑĢ[  ƁÚķŴvƁKģƁ
U XfƁ, Ɓ $Ɓ h ƁkƁ &+Ɓ
 gƁO #ƁÃ$ §ii$SƁ lź w¡Ɓ, Ɓºµ$RƁ
ŵļ°ƁO #ƁT$ P  Ɓ

AśƁjcNƁÓ-ƁH 'ň)Ɓ Û`Ɓ@ Ɓ  ~Ɓ)Ń!Ɓ
¿À ƁßcŤŲĦ ƁË þŻƁ ´ƁÜŝƁ I+<Ɓ
U vfƁ, Ɓ ½Ɓ m eƁ, Ɓ $Ɓ
Lĺ>Ɓ" Ɓ ¨ Ɓ )Ľ=Ɓ" #Ɓ © Ɓ

AŜƁÎc!NƁÐ*`:ĵƁ@łĻ%ŉƁ Ý<Ɓ@;dƁ.ƁăƁÒ5YƁ
Ɓã DƁä*ġMƁ ƁV52ƁèƁÞĤ5Ɓ +Ɓ
³ ƁADHdƁ &MƁ m w¢ƁÕÊƁ¶$Ɓ
U  Ɓ, ƁR ¾Ɓ Ŷľ>ƁO #ƁT$ ª QƁ
¯Ɓ"Â Ɓ P Á Ɓ

P  a I,a+Z<T7-N1W="a U>9:?2.a @#$4IA;M\a B#C Y:%D[ Ea !FS]/a &GHa (4Q5a ^ a \IV80O3R6J'a X a _K) a E`*  LEa
 & $#9 9 & $$#9! &!9

 ! $ 9!'(9 !9  /-/6*09  *4+92389
  $ 9 !9  /-/6*09 *4+92389

 9#! $ #9  /-/7*09  *4+92389

9 #$9  99#&!')9  /-/7*192389 9.*4+923/,59
 '  $9! ! #9 9'$ #9  /-/7*092389  *4+92389
 %!#9 9 $ $9 /-/7*09  *4+92389

  $9 ! !$)9 ( "#  ! 9 /-/7*09 *4+92389
## $ 9%!#9
  !$ $9# 9%!#9 /-/6*09  *4+92389

 # #&"9 !9 /-/6*09  *4+92389

;tj¥fjwrjf¥ t`wr¥`¥xjj¥x¥tj¥k¢¥ujjw¥fjcxbjf¥jjcp~~¢¥jj¥

2B " ¥         "¥gxmxc`x¥m¥`¥cfxy¥m¥¤xr¥¥>k¥7jx¥ua¥fj
¥jxj¥a¥b~xd¥tj`yr ¥"¥fjcww¥ x¥bj¥afj¥b¢¥tj¥'zjc¥n¥%w¢¥'jjj¥
:jxej ¥

1XB $ ¥        "¥fwnxc`x¥n¥`¥dfwx¥n¥¤xr¥¥>j¥8jx¥ tjj¥b~xc¥{jj
t`¥bjj¥fjjxkf ¥<tx¥jxj¥`¥bwc¥tj`xr¥b¢¥tj¥&x¢¥n¥:c}bxfrk¥%cx~jbj ¥

+m¥"¥ `¥fjxkg¥x¥jw¥c`j¥bk¥3¥ CDDDDDDDDDDDDEF¥G¥

 Linda
;tj¥`j¥`wrjf¥¥ }¥¥tj¥3fwnwc`w ¥H IJLogan
IIIKLMDDDDDDDDD¥N
 ,fjwn£¥uj¥jcwmwc¥cfwx¥bjxr¥fxnxjf ¥:`j¥tj¥efxx¥bj¥`f¥~jj¥j r ¥b¥ j
Amending the Legal Description attached as Exhibit A to the Development Agreement to include the adjacent 2.28 acre parcel

 RZ-03-04
7lww¥bj¥o¥uj¥@wr¥¥>j¥7jw¥¥ twdu¥vx¥awc`w¥`wj¥CDDDDEFF¥O
%j¥¤ws¥fxwc¥PDDDDDDDE¥
MFR Q
 "acu¥`¥c£¥m¥/jr`¥'jcwx¥A¥bj¥jj¥`f¥bfB¥¥cjj¥tk¥n~ z r¥xq`x¥wo¥tj
j¢¥w¥ wtx¥`¥jdfjh¥bfx|x

 "¥moxcw`¥j¢¥n¥tj¥j¢

 %xk¥n¥jwj¥j¤xr¥c`j¥`f¥¤wr¥cfxw¥ wt¥c`j¥bj

 %xj¥n¥`¢¥`ji¥fjj~j¥`rjjj¥¥t`kf¥`}xr¥`rjkj

 %wj¥m¥a¢¥`jf¥bfzwx¥~`¥¥jdbw`w¥`

 %wj¥m¥`¢¥`jf¥`x`ck¥cfxx`¥j¥ ¥`fxxa{j¥ `xj¥¡xt¥c`j¥bj

 %¢¥m¥`¥kcj¢ c~jjf¥¤ws¥cw`cj¥jj

Brush
:>$'+?-:+65¥5"3( ¥N Creek Commons
RRRRRRRRRRRRRR S¥>5+;7*":( ¥NRRRRR¥T¥
59 & 70
06=¥5>4$(9 ¥NRRRU¥$06%.¥'(:+)5";+65 ¥VSSU¥0#5'¥06;:¥ RRRRRRWG¥

'+:;9+%;:(%;+65 ¥12th ¥ 63 Z[¥7")(!¥ 299
9(%69'('¥+5¥7/";¥$66. ¥Y
96"'¥5"3(¥ Brush Creek Court
CDDDDDDDDDDDDDDDDDDDD\]DDDDD\^¥_¥
  HICFA7KL CEL:7AIL<8L6=97F7AHL8GC@LH;7L3DD><54BHL3A6CGLCJB7GL

 " LL ! # L ✔ 1&L   #L?L)L2'L 
 L %L(L
3562 Habersham at Northlake Bldg J, Ste. 100
Tucker, GA 30084
 #  L $ L  L
404-601-7616 ext. 1
L"  L

U_3Mf PVbR`f3G;fL*+,-LF<9LfL.///0L=9>Hc=;f7df !"ff     

YYNI93_IURf9F?9L@;f8ef 4aAf 5YfbQ7>[]f #!!!!!!!!!""f$

\>3ZZNK93`GUSfQ<<`ISC f 3_> #!!!!!!!!!!f%f

WTIRDf ;cI]U[dfW6\;f<9I^HUR f#!!!!!"""""""&'()"""!"*)&+f,f

f>:I]IXS f#-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!f.f

N3TTJTEf _6Bf ODS3_b[< f/"""""""""0!!"!1f3`< f#!!!!!!!!!!f2f

40' 0 40' 80' 120' 160'

SH GRAPHIC SCALE: 1" = 40'
IE
LD
BRUSH CREEK CT
N RO
HE AD
NR
BL
VD
SITE

FIND US ON THE WEB AT WWW.SEILERASSOC.COM

GRID NORTH
NAD 83 (2011)
GA WEST ZONE
BR
PL USH
AT C
VICINITY MAP B R
O E
NOT TO SCALE OK EK
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON
63 CO TRAVERSING EQUIPMENT, A 200 FOOT TAPE, AND SPECTRA
PA UR PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN
G T THE ANGULAR AND LINEAR MEASUREMENTS FOR THIS SURVEY.
ES 2 50' 2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A
CLOSURE PRECISION OF ONE FOOT IN 18,663 FEET, AND AN
ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS
99 R/W
ADJUSTED USING THE COMPASS RULE.
-30
3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 59 AND OF THE 12TH LAND DISTRICT, CITY OF
FOUND TO BE ACCURATE WITHIN ONE FOOT IN 536,313 FEET.
STOCKBRIDGE, HENRY COUNTY, GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY
COMMENCING AT A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”); AT THE
POINT ON THE SUBJECT PROPERTY.
INTERSECTION OF THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD (60 FOOT RIGHT-OF-WAY) AND THE LINE
COMMON TO LAND LOTS 59 AND 70;
5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS
NETWORK.
THENCE LEAVING THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD AND RUNNING ALONG SAID LINE COMMON TO
LAND LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST, 16.54 FEET TO A 1/2” REBAR & SURVEYOR'S
6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF
CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
1983 READJUSTED IN 2011 (NAD83 (2011)). THE VERTICAL DATUM IS
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 22 DEGREES 25 MINUTES 43 SECONDS WEST,
0.89 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY
CITY OF STOCKBRIDGE,
BOUNDARY SURVEY
TO THE CORRECTNESS OR ACCURACY OF THE UNDERGROUND
THENCE NORTH 74 DEGREES 01 MINUTES 24 SECONDS WEST, 10.26 FEET TO A POINT;
UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE
UTILITY PROTECTION CENTER (800-282-7411) PRIOR TO ANY
THENCE NORTH 80 DEGREES 57 MINUTES 45 SECONDS WEST, 33.60 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
DIGGING.
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
8. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A
THENCE NORTH 87 DEGREES 19 MINUTES 37 SECONDS WEST, 107.41 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
TITLE REPORT WHICH MAY REVEAL ADDITIONAL CONVEYANCES,
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.
THENCE NORTH 87 DEGREES 45 MINUTES 52 SECONDS WEST, 117.86 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE NORTH 86 DEGREES 47 MINUTES 59 SECONDS WEST, 112.38 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
FOR
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE SOUTH 87 DEGREES 19 MINUTES 26 SECONDS WEST, 19.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
(HENRY COUNTY), GEORGIA

THENCE NORTH 86 DEGREES 39 MINUTES 29 SECONDS WEST, 3.54 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
1. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK
PIVOTAL ENTERPRISES, LLC

THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, 20.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP (STAMPED
COMMONS BY LAND ENGINEERING AND DEVELOPMENT DATED
“SEILER & ASSOCIATES LSF #390 GEORGIA”) SET ON THE LINE COMMON TO LAND LOTS 59 AND 70;
JANUARY 25, 2005 (LAST REVISED 3-17-06).
2. FINAL SUBDIVISION PLAT FOR BRUSH CREEK COMMONS
THENCE ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST,
PREPARED BY SEILER AND ASSOCIATES RECORDED IN PLAT
609.38 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”) AND THE
BOOK 63 PAGES 299-308.
POINT OF BEGINNING;

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, SOUTH 00 DEGREES 04 MINUTES 27 SECONDS WEST,
388.88 FEET TO A 1/2” REBAR FOUND;

THENCE SOUTH 39 DEGREES 01 MINUTES 07 SECONDS WEST, 137.44 FEET TO A 1/2” REBAR FOUND;

THENCE NORTH 50 DEGREES 27 MINUTES 40 SECONDS WEST, 321.53 FEET TO A 1/2” REBAR & SURVEYOR'S CAP
(STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”) SET ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
NO
CREEK COURT (50 RIGHT OF WAY PER FINAL SUBDIVISION PLAT OF BRUSH CREEK COMMONS, PLAT BOOK 63 PAGE 299,
HENRY COUNTY, GEORGIA RECORDS);
RT
THENCE ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, NORTH 38 DEGREES 46 MINUTES
28 SECONDS EAST, 193.44 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
HE
GEORGIA”); N
S R tbd
THENCE CONTINUING ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, 16.90 FEET ALONG
(R 5-3-24
THE ARC OF A CURVE TO THE RIGHT, (SAID CURVE HAVING A RADIUS OF 125.00 FEET AND A CHORD OF NORTH 42 /W .R. Y P
DEGREES 38 MINUTES 52 SECONDS EAST, 16.89 FEET) TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”); VA 42 ARK
THENCE LEAVING THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK COURT, NORTH 46 DEGREES 31 MINUTES W
16 SECONDS EAST, 186.75 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
RI
GEORGIA”);
ES AY
THENCE SOUTH 89 DEGREES 21 MINUTES 00 SECONDS EAST, 66.90 FEET TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL OF LAND CONTAINING 2.2882 ACRES (99,672 SQUARE FEET).

BRUSH CREEK COURT (50' R/W)
PLAT BOOK 63 PAGES 299-308
SURVEYOR'S CERTIFICATION
THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY
BOUNDARIES. THE RECORDING INFORMATION OF THE DOCUMENTS, MAPS, PLATS, OR OTHER
INSTRUMENTS WHICH CREATED THE PARCEL OR PARCELS ARE STATED HEREON. RECORDATION OF
THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS,
COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR
PURPOSE OF THE LAND. FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS
PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA
AS SET FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF REGISTRATION FOR
PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECTION 15-6-67.

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D
EFFECTIVE DATE: OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING
ONLY, NO PORTION(S) OF THIS PROPERTY LIE WITHIN A SPECIAL
FLOOD HAZARD AREA ZONE AE OF THE FLOOD INSURANCE RATE
tbd 5-3-24 MAP FOR HENRY COUNTY, GA.
KEITH R. SEILER DATE
GEORGIA REGISTRATION NO. 2388
MEMBER NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS (NSPS) Copyright 2024
MEMBER SURVEYING & MAPPING SOCIETY OF GEORGIA (SAMSOG)

P.O.C INSET
SCALE 1" = 60'
/(*$/'(6&5,37,21

ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 59 AND
OF THE 12TH LAND DISTRICT, CITY OF STOCKBRIDGE, HENRY COUNTY,
GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”); AT THE INTERSECTION OF THE WESTERN
RIGHT-OF-WAY LINE OF SHIELDS ROAD (60 FOOT RIGHT-OF-WAY) AND THE
LINE COMMON TO LAND LOTS 59 AND 70;

THENCE LEAVING THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD AND
RUNNING ALONG SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89
DEGREES 25 MINUTES 38 SECONDS WEST, 16.54 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 22
DEGREES 25 MINUTES 43 SECONDS WEST, 0.89 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);

THENCE NORTH 74 DEGREES 01 MINUTES 24 SECONDS WEST, 10.26 FEET TO A
POINT;

THENCE NORTH 80 DEGREES 57 MINUTES 45 SECONDS WEST, 33.60 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 87 DEGREES 19 MINUTES 37 SECONDS WEST, 107.41 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 87 DEGREES 45 MINUTES 52 SECONDS WEST, 117.86 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 86 DEGREES 47 MINUTES 59 SECONDS WEST, 112.38 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE SOUTH 87 DEGREES 19 MINUTES 26 SECONDS WEST, 19.09 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE NORTH 86 DEGREES 39 MINUTES 29 SECONDS WEST, 3.54 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);
THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, 20.09 FEET TO A
1/2” REBAR & SURVEYOR'S CAP (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”) SET ON THE LINE COMMON TO LAND LOTS 59 AND 70;

THENCE ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89
DEGREES 25 MINUTES 38 SECONDS WEST, 609.38 FEET TO A 1/2” REBAR &
SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”)
AND THE POINT OF BEGINNING;

THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, SOUTH 00
DEGREES 04 MINUTES 27 SECONDS WEST, 388.88 FEET TO A 1/2” REBAR
FOUND;

THENCE SOUTH 39 DEGREES 01 MINUTES 07 SECONDS WEST, 137.44 FEET TO
A 1/2” REBAR FOUND;

THENCE NORTH 50 DEGREES 27 MINUTES 40 SECONDS WEST, 321.53 FEET TO
A 1/2” REBAR & SURVEYOR'S CAP (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”) SET ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
CREEK COURT (50 RIGHT OF WAY PER FINAL SUBDIVION PLAT OF BRUSH
CREEK COMMONS, PLAT BOOK 63 PAGES 299-308, HENRY COUNTY, GEORGIA
RECORDS);

THENCE ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH CREEK
COURT, NORTH 38 DEGREES 46 MINUTES 28 SECONDS EAST, 193.44 FEET TO A
1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF
#390 GEORGIA”);

THENCE CONTINUING ALONG THE SOUTHEASTERLY RIGHT OF WAY LINE OF
BRUSH CREEK COURT, 16.90 FEET ALONG THE ARC OF A CURVE TO THE
RIGHT, (SAID CURVE HAVING A RADIUS OF 125.00 FEET AND A CHORD OF
NORTH 42 DEGREES 38 MINUTES 52 SECONDS EAST, 16.89 FEET) TO A 1/2”
REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390
GEORGIA”);

THENCE LEAVING THE SOUTHEASTERLY RIGHT OF WAY LINE OF BRUSH
CREEK COURT, NORTH 46 DEGREES 31 MINUTES 16 SECONDS EAST, 186.75
FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
ASSOCIATES LSF #390 GEORGIA”);

THENCE SOUTH 89 DEGREES 21 MINUTES 00 SECONDS EAST, 66.90 FEET TO
THE POINT OF BEGINNING.

SAID TRACT OR PARCEL OF LAND CONTAINING 2.2882 ACRES (99,672 SQUARE
FEET).
AMENDED AND RESTATED
STATEMENT OF INTENT

and

Other Material Required by
Stockbridge Zoning Ordinance
For
A Major Modification of Zoning Conditions RZ-03-04

of

Pivotal Enterprises, LLC
c/o Battle Law, P.C.

for

+/- 15.74 Acres of Land
Being Brush Creek Court
Stockbridge, Georgia and
Parcel Nos. S07-01006000 and S07-A01100000

Submitted for Applicant by:

Michèle L. Battle, Esq.
Joshua S. Mahoney, Esq.
Battle Law, P.C.
Habersham at Northlake, Building J, Suite 100
Tucker, Georgia 300384
(404) 601-7616 Phone
(404) 745-0045 Facsimile
mlb@battlelawpc.com

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
I. LETTER OF INTENT

Pivotal Enterprises, LLC (the “Applicant”) is seeking a Major Modification of Zoning
Conditions to RZ-03-04 (as previously modified) (the “Brush Creek Commons Zoning Case”) to
allow for a Phase 2 expansion of Brush Creek Commons. The Brush Creek Commons
development currently contains 15.74 acres being Tax Parcel No. S07-A01100000 (“Phase 1 of
Brush Creek Commons”). Tax Parcel No. S07-01006000 (“Proposed Phase 2 of Brush Creek
Commons”) is a +/- 2.28 acres of land having frontage on Brush Creek Court. It is the Applicant’s
desire to develop twenty (20) townhome units on the Proposed Phase 2 of Brush Creek Commons.
The additional residential units will be complementary to the currently proposed units in Phase 1,
while also spreading the burden of maintaining the extensive community’s amenities which are
currently required under the Brush Creek Commons Zoning Case. The Applicant is proposing that
the Phase 2 expansion be developed in accordance with the Site Plan submitted herewith, and
subject to the conditions set forth in Exhibit “A” attached hereto, which shall become part of the
Development Agreement dated July 21, 2003, as previously amended and modified. This
document serves as a statement of intent and contains notice of constitutional allegations as a
reservation of the Applicant’s rights.

II. NOTICE OF CONSTITUTIONAL ALLEGATIONS AND PRESERVATION
OF CONTITUTIONAL RIGHTS

The portions of the Stockbridge Zoning Ordinance, facially and as applied to the Subject Property,
which restrict or classify or may restrict or classify the Subject Property so as to prohibit its
development as proposed by the Applicant are or would be unconstitutional in that they would
destroy the Applicant’s property rights without first paying fair, adequate and just compensation
for such rights, in violation of the Fifth Amendment and Fourteenth Amendment of the
Constitution of the United States and Article I, Section I, Paragraph I of the Constitution of the
State of Georgia of 1983, Article I, Section III, Paragraph I of the Constitution of the State of
Georgia of 1983, and would be in violation of the Commerce Clause, Article I, Section 8, Clause
3 of the Constitution of the United States.

The application of the Stockbridge Zoning Ordinance to the Subject Property which restricts its
use to any classification other than that proposed by the Applicant is unconstitutional, illegal, null
and void, constituting a taking of Applicant’s Property in violation of the Just Compensation
Clause of the Fifth Amendment to the Constitution of the United States, Article I, Section I,
Paragraph I, and Article I, Section III, Paragraph I of the Constitution of the State of Georgia of
1983, and the Equal Protection and Due Process Clauses of the Fourteenth Amendment to the
Constitution of the United States denying the Applicant an economically viable use of its land
while not substantially advancing legitimate state interests.

A denial of this Application would constitute an arbitrary irrational abuse of discretion and
unreasonable use of the zoning power because they bear no substantial relationship to the public
3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
health, safety, morality or general welfare of the public and substantially harm the Applicant in
violation of the due process and equal protection rights guaranteed by the Fifth Amendment and
Fourteenth Amendment of the Constitution of the United States, and Article I, Section I, Paragraph
I and Article I, Section III, Paragraph 1 of the Constitution of the State of Georgia.

A refusal by the Stockbridge City Council to amend the land use and/or rezone the Subject Property
to the classification as requested by the Applicant would be unconstitutional and discriminate in
an arbitrary, capricious and unreasonable manner between the Applicant and owners of similarly
situated property in violation of Article I, Section I, Paragraph II of the Constitution of the State
of Georgia of 1983 and the Equal Protection Clause of the Fourteenth Amendment to the
Constitution of the United States. Any future land use map amendment or rezoning of the Property
subject to conditions which are different from the conditions requested by the Applicant, to the
extent such different conditions would have the effect of further restricting Applicant’s utilization
of the property, would also constitute an arbitrary, capricious and discriminatory act in zoning the
Subject Property to an unconstitutional classification and would likewise violate each of the
provisions of the State and Federal Constitutions set forth hereinabove.

A refusal to allow the future land use map amendment or rezoning in question would be unjustified
from a fact-based standpoint and instead would result only from constituent opposition, which
would be an unlawful delegation of authority in violation of Article IX, Section II, Paragraph IV
of the Georgia Constitution.

A refusal to allow the future land use map amendment or rezoning in question would be invalid
inasmuch as it would be denied pursuant to an ordinance which is not in compliance with the
Zoning Procedures Law, O.C.G.A Section 36-66/1 et seq., due to the manner in which the
Ordinance as a whole and its map(s) have been adopted.

The existing land use designation and/or zoning classification on the Subject Property is
unconstitutional as it applies to the Subject Property. This notice is being given to comply with
the provisions of O.C.G.A. Section 36-11-1 to afford the County an opportunity to revise the
Property to a constitutional classification. If action is not taken by the County to rectify this
unconstitutional land use designation and/or zoning classification within a reasonable time, the
Applicant is hereby placing the County on notice that it may elect to file a claim in the Superior
Court of Henry County demanding just and adequate compensation under Georgia law for the
taking of the Subject Property, diminution of value of the Subject Property, attorney’s fees and
other damages arising out of the unlawful deprivation of the Applicant’s property rights.

Michele L. Battle, Esq.
Attorney for the Applicant

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
EXHIBIT “A”

Proposed Development Conditions

1) The following conditions shall apply to Phase 2 of Brush Creek Commons

a) Phase 2 shall be developed in general conformity with the Phase 2 site plan
submitted to the Stockbridge Planning Staff on September ___, 2024 and shall adhere to
all City of Stockbridge MFR Ordinance requirements, except if there is a conflict
between the MFR Ordinance requirements and the conditions set forth in the
Development Agreement, as amended from time to time, the conditions set forth in the
Development Agreement shall control.

b) Maximum building height shall be forty (40) feet.

c) All townhouses shall have a mixture of front facade consisting of covered
entryway, porches, bay windows and/or balconies. Garages shall be accentuated with
variations of design porticos.

d) Owner shall submit elevations of buildings to be approved by the City.

e) Each unit elevation per building shall be separate and distinct from the other and
shall include variations in rooflines which may be accomplished with the use of dormers,
gables and/or fireplaces.

f) Each unit shall have different brick, stucco and masonry theme from the other
attached units.

g) Owner shall install street trees along all streets to be placed between the sidewalk
and the front property lines, have a minimum two and one-halfinch (2.5") caliber (d.b.h),
shall have a minimum twenty-four foot (24 sq. ft.) planting area and shall be spaced an
average of forty- five feet (45') apart. Owner shall provide a list often (10) trees to be
provided and subject to modification by the City.

h) A streetscaping plan shall be submitted to the City of Stockbridge Planning and
Zoning Staff for comments and approved by the City to include sidewalks, street trees,
landscaping, street lighting and street furniture.

i) Any flood plain alteration be supported by a certified engineer at the plan review
stage.

j) The Applicant shall submit, to the City Clerk and City Attorney, an updated legal
description and plat, certified by an engineer or surveyor licensed in the State of Georgia,
of the Property.

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
k) The maximum units per building shall be no more than six (6) units per building.

l) The minimum distance between buildings shall be twenty (20) feet

m) The minimum front yard setback shall be twenty (20) feet

n) The minimum side yard setback shall be fifteen (15) feet

o) The minimum rear yard setback shall be twenty (20) feet

p) A Declaration of Restrictive Covenants for Phase 1 shall be amended and
modified to incorporate Phase 2, and the units in Phase 2 shall have all of the same rights
and privileges to use the common areas and amenities located within Phase 1.

3562 Habersham at Northlake • Building J, Suite 100 • Tucker, Georgia 30084 • Ph: 404.601.7616
battlelawpc.com
CITY OF STOCKBRIDGE
4640 NORTH HENRY BOULEVARD
STOCKBRIDGE, GEORGIA 30281
PHONE 770 -389-7901 FAX 770-692-2690

April 10,2024

To Whom It May Concern:

This is to verify that the City of Stockbridge services water and sewer for
Brush Creek Subdivision.

If you have any questions, please call the Utility Billing Department in
City Hall at 770-389-7901.

Thank You

Kimberly Barnett
Utility Billing Supervisor
*N%J+ bocTo,l-HUZK.Odo?\/0L1 eo
2fm34PogB5oChnoV>oiW#G a&@6o7X]AD o S'o
EM!8^IFQ9o_Yk[oo( j:)o;$<R "=`oo
 3RYD:JB͒ EFG͒

T­˛ƌȵǶ͒ '͒ N^ɿ_Œʀ`ɪŧ͒ ; ͒ ȶĹ͒ ˜ŨÝ͒ 4œʁÞßǪàǷ˝͒ ƍʱ͒ ũáʂâ͂͒ aǫãǸÅäÆ͒

̓͒ ʲ˞ʃǂƎǹŔ͒ ʳ̟¡ɫbʄcŕʅdɬŪ͒ ǃ ͒  ˟ʴ͒ åǺˠƏʆæˡ̈́͒ eǻÇ͒ ƒǽʵëʊˤƾ]ǾŘ͒ Ɠǿ͒

ǈƐç̠͒ ˢūèʇéȷĺ͒ ˣŬê͒ ĻȸǉǊȹ̶ƑǼŖ͒ ɭfʈgŗʉhɮŭ͒ Ǆ -͒

ǅ L̷Ȁìʋ͒ ʶŮiǋǌ͒ ȁȺ˥͒ ®ȻȂʷ˦ʌ̡¯˧͒ jȃ͒ íȄ˨ʍkȅ°î͒ ȼʎ͒ ï̀Ɣ˩͒ ȽȆ˪Ⱦ͒ UůƕðǍÈʸ

@ʏƖ̳ñ͒ ļȿʐ͒ l±²òʹʺ͒ ˫ɀ͒ ˬŰó͒ OʑɁƿô³˭ ͒

5SZH<KC͒ I\͒

Võ´ˮƗɂȇ͒ (͒     ɃĽ͒ ˯űö͒ 6řʒ÷ǬøȈ˰͒  Ųùʓú¢͒ͅ mǭûȉÉüÊ͒
£͆͒ ʻ˱ƘǆƙȊŚ͒ ʼ̢¤ɯnʔośʕpɰų͒ #͒  ˲ʽ͒ ýȋ˳ƚʖþ˴͇͒ qȌË͒ ƛȍʾÿʗ˵ƜȎŜ͒ Ɲȏ͒

ǎƞẠ̄͒ ˶ŴāʘĂɄľ͒ ˷ŵă͒ ĿɅǏǐɆ̸ƟȐŝ͒ ɱrʙsŞʚtɲŶ͒ $.͒

% M̹ȑĄʛ ʿŷuǑǒ͒ ǮvƠȒ˸wơȓ͒ x͒ ˹̺ɇ͒ Ÿ̤ȔÌʜąÍ͒ ŀɈɉ˺͒ ) ͒ ¥̥ŁłĆʝ͒

¦ć˻̻Ĉĉȕ͒ ˼ŹĊ͒ PʞɊǀċµ˽͒ yȖÎ͒ WźƢČǓÏˀ͒ Aʟƣ̴č ͒ 7ȗ͒ Ď́ďǯɳ˾ƤɋȘ͒ ˿Ɍ͒ ̀Żƥˁ͒

¶ɍșÐ́ƦɎȚ͒ ˂żzǔǕ͒ {̦̂ɏǰ|̃Ƨ·}ǖǗ͈͒ ~ʠƨ˃Đ͒ ˄Žɐ̧ǘÑ͒ ̄žđ͒ =Ʃ͉̅͒ >ɑ̨ț¸ƪǙ͒

ɴɵʡɒ̵Ē͒ ͒ ē͎ɓȜƫȝş͒ ɔŃ͒ ˅ƬÒ͒ §̩ńŅĔʢ͒ ʣĕ͒ ̆ɕ͒ ͒ ˆƭȞŠǚĖ͒ ņ ǱƮǛ͊͒

Óė̇¹ſĘÔ͒ ʤęˇƯÕĚȟ̈ǜ͒ ͏ɖȠưȡš͒ ºǝˈˉŇƱ»̉ɗȢ ͒

Xě¼̊ɘȣ͒ *͒ QʥŢʦɶƀ͒ ?͒ əň͒ ̋ƁĜ͒ 8ʧĝĞǲğȤ̌͒ Ʋˊ͒ ƂĠʨġ¨͋͒ ǳĢȥÖģ×͒

©͌͒ ƳȦˋĤʩ̍ƴȧ͒ ̎ƃĥ͒ ŉɚǞǟɛ̼ƵȨţ͒ Ŋ̏Ħʪ͒ ˌ̪ªɷʫŤʬɸƄ͒ Ǵ͒ ˍ͒ ŋɜǠǡɝ̽ˎ/͒

ȩ 9ħȪƶ̐Ĩˏ͒ ːƅǢǣ͒ ½ɞȫˑƷ˒̑͒ ɟŌ0

͐ &,!" ˓ɽ̫ʭĩ͒ ōɠɡ̒͒ ¾Ǥ̬«Ɔɢ̭˔Ī͒ ̾Ƹ̓Ƈ͒ Ŏ̮ǥǦ͒ Ǉƹ̔¿ƈīȬ͒ ȭØ͒

ŏƺ̕ȮĬ˕˖͒ ĭɾ̯ƻɹǵĮȯ̖2͒

͑ [̿ɣ ͒+ ˗įɺʮ̗İ͒ ťı˘ɻĲÀƼŐƽÁ͒ ɼǧ͍Ŧʯɤ̰ȰÙ˙1͒ ͒ őĳȱÂĴÚ

̘ɥ̙͒ Ǩɦ͒̚ ÛǁÃĵȲ̛͒ ̜ɧ͒ ̝ƉĶ͒ Äḵ̌¬͒ Ɗɨ̲˚ķ͒ ȳÜ͒ ȴɩ̞Ƌĸʰ͒

Amendment to Development Agreement
between the City of Stockbridge, Georgia and
Timberline Group, LLC dated December, 2004

action regarding this Agreement whether same is filed by the
City, Owner, Developer, or third person or entity. The Owner

shall remit payment of all said legal fees and costs to the City

within ten (10) days of receipt of an invoice for same.

ARTICLE VIII

It is the parties intent that this amendment shall take

effect immediately.

IN WITNESS WHEREOF, the undersigned parties have hereunto

set their hands and affixed their seals this day of

, 2004.

CITY OF STOCKBRIDGE, GEORGIA

By:
R. G.

ATTEST:

{I� ft l ( )(\ {I'fYl
� V \v'V lA,X �} � \ (/Vv\_
V__J c�vn� �
M RLE MANDER, City Clerk

(Seal)

Version 8

{Client: 0000379 Matter: 0000 Doc: 00119320.DOC}
For Brush Creek
Commons Townhomes
To Be Located At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
Comprehensive
Plan CP-2024-
03
Staff’s Recommendation: APPROVAL
For Brush Creek
REZONING RZ-2024-03To Be
Located At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
REZONING RZ-2024-03
Purpose – Pivotal Enterprises, LLC requests to rezone Parcel #S07-01006000 on the east side of
Brush Creek Court from C-2 (General Commercial) to MFR (Multiple-Family Residential) to allow for
a twenty (20) unit townhome development on 2.2882 acres. The applicant also seeks to combine
Parcel S07-01006000 (Phase 2) with Phase 1, Brush Creek Court, currently under construction,
which will comprise of forty-one (41) townhomes.
Applicant/Developer – Eaman Fatemi, Member, Pivotal Enterprises, LLC.
Zoning History:
1. Original Rezoning--Property was rezoned on July 14, 2003 via Case #RZ-03-04, from R-2
(Single-Family Residential) to RM-2 (Residential Multifamily--Townhomes). The original
developer installed Brush Creek Court, but did not construct any buildings.
2. Development Agreement Plus Two Amendments—Rezoning included a Development
Agreement, followed by two amendments. They included various development conditions
and required certain amenities to be included within the development.
3. Zoning Modification Case #ZM-2022-01—Was approved by the Planning Commission on
October 27, 2022, then was approved by City Council on September 14, 2022. The approved
ordinance (#ZM-2022-01) states that ZM-2022-01 represented a modification of the terms of
RZ-03-04 to allow the applicant to make certain changes to the site plan and the amenities.
The changes are listed on the next slide.
Zoning History
Surrounding Zoning and Land Uses
BOUNDARY SURVEY--BASIC
VICINITY ZONING MAP
Legend:
• Gold (subject property)—MFR (Multiple Family Residential District)
• Red—C-3 (Heavy Commercial District)
• Orange—MHR (Mobile Home Residential District)
• Medium Pink—C-2 (General Commercial District)
• Yellow—SR (Suburban Residential) District)
AERIAL PHOTO OF THE SITE
BOUNDARY SURVEY—WATER AND SEWER LINES
BOUNDARY SURVEY—STORM SEWERS
Staff’s Recommendation:
APPROVAL/CONDITIONS
FoZoning Modification Case #ZM-2024-01:
Brush Creek Commons, Phase 1, on
Brush Creek Court
(Parcel #S07A01100000)
r Brush Creek
ocated At
Brush Creek Court And
Shields Road
(Parcel #S07-01006005)

Presented To:
Stockbridge Planning Commission
November 21, 2024
By:
City of Stockbridge Community Development
Department, Planning and Zoning Division
PURPOSE OF THE ZONING MODIFICATION
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-07. Consideration of a Comprehensive Plan Amendment
request to change the future land use designation of four parcels on the south side of Davis Road from their split land
se designations of Low-Density Mixed-Use and Medium-Density Mixed-Use to Low-Density Mixed-Use for the entire
property. Purpose—Allow for the construction of 247 self-storage warehouse units. Owner: B1 Home Improvement,
LLC. Agents: Robert Nesbitt and Rogers Gotier. Property size: 6.895 +/- total acres.

BACKGROUND INFORMATION:
Staff recommendation—Approval. Planning Commission action on November 21, 2024—Approval.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-07 FOR FOUR PARCELS ON THE
SOUTH SIDE OF DAVIS ROAD.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: APPROVAL.

Staff Signature

TO: Mayor/Council
Planning Commission

FROM: Gordon Linton, Senior Planner

CC: R. Ryan Anderson, Community Development Director.
Keedra Jackson, Chief Planner

DATE: November 21, 2024 (Planning Commission)

December 9, 2024 (Mayor and Council)

Subject: CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-
08006000 on Davis Road

I. Purpose

Consider a Comprehensive Plan Amendment application to change the future land use
designations from their current split future land use designations to Low-Density Mixed-
Use for the purpose of allowing for the construction of a self-storage warehouse
development. The subject property contains four parcels as are listed below:

• 649 Davis Road (Parcel #S05-08004000) – Contains 3.6050 +/- acres. Current future land
use designation: Medium Density Residential and Low-Density Mixed-Use

• 657 Davis Road (Parcel #S05-08003000) – Contains 0.66 +/- acres. Current future land use
designation: Medium Density Residential

• 681 Davis Road (Parcel #S05-08005000) – Contains 1.34 +/- acres. Current future land use
designation: Medium Density Residential and Low-Density Mixed-Use

• Parcel #S05-08006000 on Davis Road – Contains 1.29 +/- acres. Current future land use
designation: Medium Density Residential and Low-Density Mixed-Use

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

II. Project Information

Proposed Development Self-storage warehouse development

649 Davis Road, 657 Davis Road, 681 Davis
Site Address Road, #S05-08006000 on Davis Road

649 Davis Road (Parcel #S05-08004000)

657 Davis Road (Parcel #S05-08003000)
Parcel Identification
681 Davis Road (Parcel #S05-08005000)

#S05-08006000 on Davis Road

Parcel Acreage 6.895 acres

Applicant B1 Home Improvement, LLC.

Agent: Robert Nesbitt and Rogers Gotier

Owner Beatriz Arroyo of B1 Home Improvement, LLC

649 Davis Road (Parcel #S05-08004000) -
Medium Density Residential and Low-Density
Mixed-Use
Current Future Land Use Designation
657 Davis Road (Parcel #S05-08003000) -
Medium Density Residential

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

681 Davis Road (Parcel #S05-08005000) -
Medium Density Residential and Low-Density
Mixed-Use
Parcel #S05-08006000 on Davis Road - Medium
Density Residential and Low Density Mixed Use

Proposed Future Land Use Designation Low-Density Mixed-Use

Current Use The subject property is wooded with an existing
house located on 681 Davis Road

SURROUNDING LAND USE DESIGNATION

Location Current Land Use Current Future Land Use
Designation

Property to the North Wildwood Estates (Subdivision) Medium Density Residential

Property to the South Walmart Shopping Center Medium Density Mixed Use

Sunny Tree Care & Landscaping Medium Density Residential
Property to the East
Stockbridge Estates
(Mobile home park) Medium Density Residential

Medium Density Residential;
Property to the West Davis Pavilion Shopping
Center Low Density Mixed Use

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

III. Findings of Fact

1. The surrounding land use designations that are in the vicinity of the area are as follows:
Medium Density Residential, Low Density Mixed Use, and Medium Density Mixed Use.

2. The applicant submitted a Rezoning (RZ-2024-08) to rezone the four parcels from SR
(Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial).

3. The subject property is surrounded by the following neighborhoods: Wildwood Estates,
Stockbridge Estates, and Pine Hills Mobile Home.

4. The applicant sent out letters to the nearby residents living in the vicinity of the proposed
development on October 18, 2024.

IV. Zoning History of Property

• 657 Davis Road (Parcel #S05-08003000) was annexed into the City of Stockbridge on
June 10, 2002, upon the request of Elvida Ainsworth and was assigned the R-3 city
zoning district.

• 649 Davis Road (Parcel #S05-08004000) was annexed into the City of Stockbridge on
November 10, 2003, upon the request of Elvida Ainsworth and was assigned the R-3
city zoning district.

• 681 Davis Road (Parcel #S05-08005000) was annexed into the City of Stockbridge on
November 10, 2003, upon the request of Elvida Ainsworth and was assigned the R-3
city zoning district.

• The subject parcel, S05-08006000, was rezoned from R-3 (Residential) to O-I (Office-
Institutional) upon the request of Thomas Starnes. The intent of the use was for
constructing an American Legion Post Headquarters Building.

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

V. Maps, Site Plan, and Renderings

Vicinity Map

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Aerial Photo with Site Plan

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Future Land Use Map of 649 Davis Road, 657 Davis Road, 681
Davis Road, #S05-08006000

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Site Plan of 649 Davis Road, 657 Davis Road, 681 Davis Road,
#S05-08006000

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Rendering of Proposed Self-Storage Warehouse Development

CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

VI. Analysis

Project Description

B1 Home Improvement, LLC. plans to develop a self-storage facility comprising eight
buildings and 274 rental units, spanning 6.895 acres across four parcels on the south
side of Davis Road. According to Chapter 12 of the Stockbridge Unified Development
Code, self-storage facilities are defined as:
“Fully enclosed facilities with independent bays or self-contained units for the exclusive
storage of goods or personal property.”
The project will feature a dedicated turning lane, a stormwater pond, and landscaping.
Post-construction, eighteen-wheelers will be prohibited on the property. Security
measures will include 24-hour video surveillance, individual unit alarms, access control
systems, and perimeter security cameras.
Currently, the top portion of the parcels (649, 657, and 681 Davis Road, and 0 Davis Road
- S05-08006000) have a future land use designation of Medium Density Residential,
which is not compatible with the requested C-3 zoning district. Therefore, the applicant is
requesting to change the future land use designations from their current split future land
use designations to Low-Density Mixed Use.

Staff Analysis

The applicant requests a Comprehensive Plan Amendment under the City of
Stockbridge Unified Development Code Section (Sec. 9.2.7):

ANALYSIS OF REQUEST

1. Consistency with the Comprehensive Plan.

Currently, the top portion of the parcels at 649, 657, and 681 Davis Road, and 0 Davis
Road (S05-08006000), have a split future land use designation of Medium Density
Residential, which is not compatible with the requested C-3 zoning district. Therefore, the
applicant is requesting to change the future land use designations from their current split
designations to Low-Density Mixed-Use.

The proposed self-storage facility aligns with the intent of the Low-Density Mixed-Use
future land use designation, which states:

“This designation is intended for commercial/retail areas along various corridors and
intersections located throughout the city. These areas mainly serve the residents of the
surrounding residential neighborhoods. Future development and redevelopment should

10
CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

maintain the community-oriented feel of these areas, with a focus on creating small mixed-
use areas combining locally owned retail, low intensity office uses, and
apartment/condo/loft uses in two story buildings in a pedestrian friendly environment,
allowing nearby residents to safely walk to and within them.”

The proposed development can fit within the Low-Density Mixed-Use designation as it is
designed to serve commercial/retail areas along various corridors and intersections,
primarily catering to the needs of surrounding residential neighborhoods.

To attract and retain high-quality and diverse employers with quality of
life, education, culture, housing, healthcare, retail, and recreation
facilities. (Economic Development Goal)

Market the City as a great place to do business. (Economic
Development Policy)

Community
Goals and To ensure that new developments promote a better sense of place and
Policies preserve valued elements of community character. (Future Land Use
Goal)
(page 42-
44)

To establish land use designations that meet the needs of the City and
are consistent with the new UDC. (Future Land Use Goal)

To identify available land for redevelopment and work with the
development community on desirable development. (Future Land Use
Goal)

11
CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Work with business owners/ developers to improve conditions of property
and require a consistent look of quality among commercial developments.
(Future Land Use Policy)

2. Relation to the Zoning of the Property.

Currently, three parcels (649, 657, and 681 Davis Road) are zoned SR (Suburban
Residential), and one parcel (0 Davis Road - S05-08006000) is zoned O-I (Office-
Institutional). The applicant seeks to rezone all four parcels to C-3 (Heavy Commercial),
which permits self-storage facilities as outlined in Section 3.1 of Chapter 3 of the
Stockbridge Unified Development Code. The proposed C-3 zoning supports commercial
activities requiring intensive land use, such as self-storage warehouses. Additionally, there
is existing C-3 zoning to the west of these parcels, further justifying the compatibility of the
proposed rezoning.

3. Suitability of the Site’s Location.

The suitability of the site's location for the proposed self-storage warehouse development
is favorable due to its strategic proximity to both residential and commercial areas. The
parcels located at 649, 657, and 681 Davis Road, as well as 0 Davis Road (S05-
08006000), are well-positioned near established neighborhoods such as Wildwood
Estates, Pineywoods, and Stockbridge Estates. This ensures that the self-storage facility
will be accessible to the nearby residents who may require storage solutions.

In addition, the site's proximity to commercial hubs like Davis Pavilion Shopping Center
and Walmart further enhances its suitability by providing convenient access to services
and amenities. This blend of residential and commercial proximity supports the rationale
for a Low-Density Mixed-Use designation, allowing for a harmonious integration of the self-
storage warehouse into the community.

4. Maintaining the Current Land Use Designation.

Maintaining the current land use designation for the parcels at 649, 657, and 681 Davis
Road, and 0 Davis Road (S05-08006000), which have a split future land use designation
of Low-Density Mixed Use and Medium Density Residential, ensures that the development
remains consistent with the surrounding areas. To the north and east, the land is primarily
residential, supporting a cohesive neighborhood character. To the south, there is a mix of
residential and potentially commercial or multi-family developments, aligning with the
Medium Density Residential designation. To the west, the area includes residential plots

12
CP-2024-07 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

and larger undeveloped parcels, which fit within the Low-Density Mixed-Use designation.
Maintaining these designations preserves the community's character, supports
sustainable growth, and ensures that existing infrastructure and public services are
adequate, thereby reducing the need for significant upgrades.

VII. STAFF RECOMMENDATION

This Staff Report has demonstrated that the requested Comprehensive Plan Amendment
via CP-2024-07 is consistent with the 2024 Comprehensive Plan in conjunction with the
requested rezoning of RZ-2024-08 to rezone the four parcels from SR (Suburban
Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial). Therefore, the
Planning and Zoning staff recommends APPROVAL.

13
October 31, 2024

City of Stockbridge
Planning and Zoning

RE: Rezoning Case #RZ-2024-08

To Whom It May Concern,

I, Brandon Weiner, am the owner of the property located at 12 Old Atlanta Rd, Stockbridge, GA.
I am writing out of concern over the rezoning case #RZ-2024-08 for the purpose of a self
storage warehouse development. I believe it is important to uphold the integrity of the
Comprehensive Plan of the City of Stockbridge. In this case, if approved, would be rezoning the
property to a category not compliant with the future land use of over half of the property. To
quote the City’s comprehensive plan directly, “Failure to follow the recommendations of the
adopted future land use map weakens its significance over time and prevents the community
from achieving it’s desired development pattern.”

Furthermore, the Comprehensive Plan states that Stockbridge’s traffic “is described by most as
terrible”. It is reasonable to assume that creating a Heavy Commercial zone property further
down a collector street is going to add to the traffic issues for the surrounding residents.

There is already a self storage project in permitting less than 300 feet away at the corner of
Davis Road and N. Henry Blvd, which will more than meet the demand of the area. To rezone
residential property to make way for a second self storage facility on a residential street is both
unnecessary and a deviation from the Comprehensive Plan.

I hope these points are taken into consideration against the rezoning of residential land to heavy
commercial which would not be in alignment with the goals of the Comprehensive Plan nor an
improvement to the community.

Respectfully,

Brandon Weiner
Bweiner33@gmail.com
404-242-5296
November 21, 2024 (Planning
Commission)
Presentation for RZ-2024- December 9, 2024 (Mayor and Council)
08 and CP-2024-07
Case Facts
§ Applicant: B1 Home Improvement, LLC.
§ Owner: Beatriz Arroyo of B1 Home Improvement, LLC
§ Agent: Robert Nesbitt and Rogers Gotier
§ Address of Property: 649 Davis Road (Parcel #S05-08004000); 657 Davis Road (Parcel #S05-
08003000); 681 Davis Road (Parcel #S05-08005000); #S05-08006000 on Davis Road
§ Number of Acres: 6.895 acres
§ Project Characteristics: The subject property is wooded with an existing house located on 681
Davis Road
§ Current Future Land Use Designation: Medium Density Residential and Low-Density Mixed-Use
§ Current Zoning of Property: SR (Suburban Residential) and OI (Office-Institutional)
§ Sign Posting: October 22, 2024
§ Letters Residents Received From Applicant: October 22, 2024
Vicinity Map
Aerial Photo
with Site Plan
Survey of 649
Davis Road,
657 Davis Road,
681 Davis Road,
#S05-08006000
Site Visit on
October 22,
2024 Visit on
October 22,
2024
657 Davis Road (Parcel #S05-08003000) was annexed into
the City of Stockbridge on June 10, 2002 upon the request of
Elvida Ainsworth and was assigned the R-3 city zoning district.

649 Davis Road (Parcel #S05-08004000) was annexed into
the City of Stockbridge on November 10, 2003 upon the
Zoning request of Elvida Ainsworth and was assigned the R-3 city
zoning district.
History of
681 Davis Road (Parcel #S05-08005000) was annexed into
Property the City of Stockbridge on November 10, 2003 upon the
request of Elvida Ainsworth and was assigned the R-3 city
zoning district.

The subject parcel, S05-08006000, was rezoned from R-3
(Residential) to O-I (Office-Institutional) upon the request of
Thomas Starnes. The intent of the use was for constructing an
American Legion Post Headquarters Building.
Development Information
§ B1 Home Improvement, LLC. plans to develop a self-storage facility comprising eight buildings and
274 rental units, spanning 6.895 acres across four parcels on the south side of Davis Road. According
to Chapter 12 of the Stockbridge Unified Development Code, self-storage facilities are defined as:
§ “Fully enclosed facilities with independent bays or self-contained units for the exclusive storage of
goods or personal property.”
§ Building 1 will cover 4,800 square feet with 24 units, while Building 2 will be larger at 8,400 square
feet with 42 units. Building 3 will have 5,400 square feet with 27 units, and Building 4 will be the most
spacious, featuring 11,250 square feet and 50 units. Building 5 will include 4,350 square feet and 29
units and Building 6 will mirror Building 3 with 5,400 square feet and 27 units. Building 7 will be one of
the larger structures, encompassing 10,800 square feet and 48 units, while Building 8 will again match
Buildings 3 and 6, offering 5,400 square feet and 27 units. The project will feature a dedicated turning
lane, a stormwater pond, and landscaping. Post-construction, eighteen-wheelers will be prohibited on
the property. Security measures will include 24-hour video surveillance, individual unit alarms, access
control systems, and perimeter security cameras.
Proposed Self-Storage Warehouse
Development Information

Building Square Footage of Building Number
of Units
1 4,800 24
2 8,400 42
3 5,400 27
4 11,250 50
5 4,350 29
6 5,400 27
7 10,800 48
8 5,400 27
247
Self-Storage Facilities Information
Name of North Henry Extra Space Extra Space SecurCare Extra Space Davis Road Jewel Proposed
Self-storage Storage Storage Storage Self Storage Storage Storage Xxtra Storage Sanitary Pad Self-Storage
facility Facility Warehouse Facility

4400 North 5334 North
Address Henry Henry 59 Banks 599 GA-138 1461 Hudson 490 Eagles 12 Old Atlanta 1090 Village Davis Road
Boulevard Boulevard Road Bridge Road Landing Road Business
Parkway Parkway

Zoning of C-3 (Heavy C-3 (Heavy C-3 (Heavy C-3 (Heavy C-3 (Heavy Light C-3 (Heavy Light C-3 (Heavy
Property Commercial Commercial Commercial Commercial Commercial Industrial Commercial Industrial Commercial)
District) District) District) District) District) District)

Current
Future Land Medium Light Low-Density
Use Low-Density Low-Density Light Low-Density Density Mixed Light Industrial Low-Density Industrial Mixed Use
Designation Mixed Use Mixed Use Industrial Mixed Use Use Mixed Use

Acres 5.59 7.99 3.19 4.15 3.08 5.28 1.2 1.2 6.895

# of
Buildings 7 12 5 9 4 6 2-story 2-story 8
Used for warehouse warehouse
Rental Units
Presentation for CP-2024-08
Applicant’s Request
§ Change the future land use designations from their
current split future land use designations to Low-Density
Mixed-Use for the purpose of allowing for the
construction of a self-storage warehouse development.
§ Currently, the top portion of the parcels (649, 657, and
681 Davis Road, and 0 Davis Road - S05-08006000)
have a future land use designation of Medium Density
Residential, which is not compatible with the requested
C-3 zoning district. Therefore, the applicant is
requesting to change the future land use designations
from their current split future land use designations to
Low-Density Mixed Use.
City of Stockbridge
Comprehensive Plan (2024)
SURROUNDING LAND USE
DESIGNATION
Location Current Future Land Use
Current Land Use Designation

Property to the North Wildwood Estates (Subdivision) Medium Density Residential

Property to the South Medium Density Mixed Use
Walmart Shopping Center

Sunny Tree Care & Landscaping Medium Density Residential
Property to the East
Medium Density Residential
Stockbridge Estates
(Mobile home park)

Property to the West Davis Pavilion Shopping Center Medium Density Residential;
Low Density Mixed Use
Staff Analysis
(Section 9.2.7 of The Unified
Development Code)
Staff Analysis
(Section 9.2.7 of The Unified To attract and retain high-quality and diverse
Development Code) employers with quality of life, education,
culture, housing, healthcare, retail, and
1. Consistency with the Comprehensive Plan: recreation facilities. (Economic Development
Goal)
Currently, the top portion of the parcels at 649, 657, and 681 Davis
Road, and 0 Davis Road (S05-08006000), have a split future land
use designation of Medium Density Residential, which is not Market the City as a great place to do
compatible with the requested C-3 zoning district. Therefore, the Community business. (Economic Development Policy)
applicant is requesting to change the future land use designations
from their current split designations to Low-Density Mixed-Use. Goals and
To ensure that new developments promote a
The proposed self-storage facility aligns with the intent of the Low- Policies better sense of place and preserve valued
Density Mixed-Use future land use designation, which states:
elements of community character. (Future
“This designation is intended for commercial/retail areas along Land Use Goal)
various corridors and intersections located throughout the city. (page 42-
These areas mainly serve the residents of the surrounding 44) To establish land use designations that meet
residential neighborhoods. Future development and the needs of the City and are consistent with
redevelopment should maintain the community-oriented feel of the new UDC. (Future Land Use Goal)
these areas, with a focus on creating small mixed-use areas
combining locally owned retail, low intensity office uses, and
apartment/condo/loft uses in two story buildings in a pedestrian To identify available land for redevelopment
friendly environment, allowing nearby residents to safely walk to and work with the development community
and within them.” on desirable development. (Future Land Use
Goal)
The proposed development can fit within the Low-Density Mixed-
Use designation as it is designed to serve commercial/retail areas Work with business owners/ developers to
along various corridors and intersections, primarily catering to the improve conditions of property and require a
needs of surrounding residential neighborhoods. consistent look of quality among commercial
developments. (Future Land Use Policy)
Staff Analysis
(Section 9.2.7 of The Unified Development Code)
2. Relation to the Zoning of the Property: Currently, three parcels (649, 657, and 681 Davis Road) are zoned SR (Suburban Residential), and
one parcel (0 Davis Road - S05-08006000) is zoned O-I (Office-Institutional). The applicant seeks to rezone all four parcels to C-3 (Heavy
Commercial), which permits self-storage facilities as outlined in Section 3.1 of Chapter 3 of the Stockbridge Unified Development Code. The
proposed C-3 zoning supports commercial activities requiring intensive land use, such as self-storage warehouses. Additionally, there is
existing C-3 zoning to the west of these parcels, further justifying the compatibility of the proposed rezoning.

3. Suitability of the Site’s Location: The suitability of the site's location for the proposed self-storage warehouse development is favorable due
to its strategic proximity to both residential and commercial areas. The parcels located at 649, 657, and 681 Davis Road, as well as 0 Davis
Road (S05-08006000), are well-positioned near established neighborhoods such as Wildwood Estates, Pineywoods, and Stockbridge
Estates. This ensures that the self-storage facility will be accessible to the nearby residents who may require storage solutions. In addition,
the site's proximity to commercial hubs like Davis Pavilion Shopping Center and Walmart further enhances its suitability by providing
convenient access to services and amenities. This blend of residential and commercial proximity supports the rationale for a Low-Density
Mixed-Use designation, allowing for a harmonious integration of the self-storage warehouse into the community.

4. Maintaining the Current Land Use Designation: Maintaining the current land use designation for the parcels at 649, 657, and 681 Davis
Road, and 0 Davis Road (S05-08006000), which have a split future land use designation of Low-Density Mixed Use and Medium Density
Residential, ensures that the development remains consistent with the surrounding areas. To the north and east, the land is primarily
residential, supporting a cohesive neighborhood character. To the south, there is a mix of residential and potentially commercial or multi-
family developments, aligning with the Medium Density Residential designation. To the west, the area includes residential plots and larger
undeveloped parcels, which fit within the Low-Density Mixed-Use designation. Maintaining these designations preserves the community's
character, supports sustainable growth, and ensures that existing infrastructure and public services are adequate, thereby reducing the need
for significant upgrades.
STAFF RECOMMENDATION

§ This Staff Report has demonstrated that the requested Comprehensive Plan Amendment via
CP-2024-07 is consistent with the 2024 Comprehensive Plan in conjunction with the
requested rezoning of RZ-2024-08 to rezone the four parcels from SR (Suburban
Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial). Therefore, the Planning
and Zoning staff recommends APPROVAL.
Presentation for
RZ-2024-08
Applicant’s Request
• Rezone four parcels on the south side of Davis Road, from SR (Suburban
Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) for the
purpose of allowing for the construction of a self-storage warehouse
development.
• Currently, three parcels (649, 657, and 681 Davis Road) are zoned SR
(Suburban Residential), and one parcel (0 Davis Road - S05-08006000) is
zoned O-I (Office-Institutional). The applicant seeks to rezone all four parcels
to C-3 (Heavy Commercial), which permits self-storage facilities as outlined
in Section 3.1 of Chapter 3 of the Stockbridge Unified Development Code.
SURROUNDING LAND USE AND ZONING
Location Existing Zoning Existing Land Use

Property to the North SR (Suburban Residential) Wildwood Estates (Subdivision)

Walmart Shopping Center
Property to the South C-2 (General Commercial)

RR (Rural Residential) Sunny Tree Care & Landscaping
Property to the East
MHR (Mobile Home Residential) Stockbridge Estates
(Mobile home park)

Property to the West Davis Pavilion Shopping Center
C-2 (General Commercial)
Staff Analysis (Section 9.2.1 C of The
Unified Development Code)
Staff Analysis (Section 9.2.1 C of The Unified
Development Code)
1. Consistency with the Comprehensive Plan:
Currently, the subject property has a split future land use designation of Medium Density Residential and Low-Density Mixed
Use. The current future land use designation of Medium Density Residential is not compatible with the proposed self-storage
facility. Therefore, the applicant has submitted a Comprehensive Plan Amendment to change the future land use to Low-
Density Mixed-Use for the entire property. The proposed self-storage facility aligns with the intent of the Low-Density Mixed-
Use future land use designation, which states:
“This designation is intended for commercial/retail areas along various corridors and intersections located throughout the city.
These areas mainly serve the residents of the surrounding residential neighborhoods. Future development and redevelopment
should maintain the community-oriented feel of these areas, with a focus on creating small mixed-use areas combining locally
owned retail, low intensity office uses, and apartment/condo/loft uses in two story buildings in a pedestrian friendly
environment, allowing nearby residents to safely walk to and within them.”
This designation aims to serve the surrounding residential neighborhoods while maintaining a community-oriented feel. The
proposed self-storage facility will offer essential storage solutions for residents of nearby neighborhoods like Wildwood Estates,
Stockbridge Estates, and Pine Hills Mobile Home, significantly enhancing convenience. Additionally, the facility is expected to
have a minimal impact on traffic, as evidenced by the Georgia Department of Transportation’s 2023 traffic count data of 4,540.
Additionally, the facility’s proximity to the intersection of North Henry Boulevard and Highway 138 West supports the intent of
the Low-Density Mixed-Use designation. By integrating into the pedestrian-friendly environment, the self-storage facility will
contribute to the vibrancy and accessibility of the area, aligning with the goals of the City of Stockbridge 2024 Comprehensive
Plan.
Staff Analysis (Section 9.2.1 C of The Unified
Development Code)
2. The relation that the proposed rezoning amendment bears to the purpose of the overall
zoning scheme with due consideration given to whether or not the proposed change will
help carry out the purposes of the City of Stockbridge Zoning Code:
The proposed self-storage facility meets the purpose and intent of the Stockbridge Unified
Development Code. The proposed self-storage facility meets Section A of Section 1.4 because it
can promote the safety and general welfare by providing a secure place for nearby and incoming
residents and nearby businesses across the Davis Pavilion Shopping Center to store their
belongings. The development meets both Section B and Section C since it prohibits eighteen
wheelers from accessing the site once the construction is complete. The prohibition of eighteen
wheelers decreases the traffic impact on Davis Road. In addition, the development meets Section H
since the site will be clean and well-managed.
Section 2.4.10 of the Stockbridge Unified Development Code provides a list of permitted uses that
are found in the requested C-3 zoning district, which includes self-storage facilities. The requested
self-storage facility meets the intent of the requested C-3 zoning district.
A. Promote the health, safety, aesthetics, convenience,
Promote order, prosperity, and general welfare of the present
and future residents of the City of Stockbridge.

List Of
Objectives Minimize B. Minimize congestion on public streets.

found in
Section 1.4 of
The Unified Advance C. Advance traffic safety.

Development
Code Protect H. Protect property against blight and depreciation.
Staff Analysis (Section 9.2.1 C of The Unified
Development Code)
3. Potential positive effects of the rezoning amendment on the character of the proposed zoning district, a
particular piece of property, neighborhood, a particular area, or community: The proposed rezoning of the property
from SR (Suburban Residential) and O-I (Office-Institutional) to C-3 (Heavy Commercial) is anticipated to bring significant
benefits to the surrounding area. The new self-storage facility will be strategically located near several residential
communities, such as Stockbridge Estates, Pine Hills Mobile Home Park, Wildwood Estates, Sentry Oaks subdivision,
and the newly approved townhomes at 576 Davis Road. This convenient location will provide current and future residents
with easy access to essential storage solutions. Moreover, the self-storage facility will support the nearby Davis Pavilion
Shopping Center, offering much-needed storage options for businesses and patrons. This development is expected to
enhance the overall functionality and appeal of the area, catering to the storage needs of both residential and commercial
entities. Additionally, the facility will create jobs and generate additional revenue for the City. Importantly, the facility will
generate less traffic, as eighteen-wheelers will be prohibited once construction is completed, as evidenced by the Georgia
Department of Transportation’s 2023 traffic count data of 4,540.
4. The physical conditions of the site relative to its capability to be developed as requested, including topography,
drainage, access, and size and shape of the property: The site appears to be suitable for the proposed self-storage
facility. The topography of the site is relatively flat, which is ideal for construction. The drainage is adequately addressed
with the inclusion of a stormwater pond in the plans, ensuring that runoff is managed effectively. Access to the site is
facilitated by its proximity to major roads, providing convenient entry and exit points. The total area of the property is
6.895 acres (300,379 square feet), and its rectangular shape is conducive to efficient layout and development of the
buildings and infrastructure.
Staff Analysis (Section 9.2.1 C of The Unified Development
Code)
5. The impact upon adjacent property owners should the request be granted: If the rezoning request from SR (Suburban Residential)
and O-I (Office-Institutional) to C-3 (Heavy Commercial) for the self-storage facility is approved, it could positively impact the adjacent
property owners in Stockbridge Estates, Pine Hills Mobile Home Park, Wildwood Estates, Sentry Oaks subdivision, and the newly
approved townhomes at 576 Davis Road. One positive impact is that the facility is expected to generate less traffic, as eighteen-wheelers
will be prohibited once construction is completed. According to the Georgia Department of Transportation’s 2023 traffic count data, the
vicinity area currently experiences a traffic volume of 4,540 vehicles. Another positive impact is that the self-storage facility will have
security features, which will enhance the overall safety of the vicinity. The appearance of the facility can also influence its impact. Well-
maintained facilities with good landscaping can improve the overall look of the neighborhood.
6. The potential impact of the rezoning on City infrastructure including water and sewage system: The potential impact of the
rezoning on city infrastructure, including water and sewage systems, is minimal for the proposed self-storage warehouse. Since there are
no restroom facilities planned and operations will be virtual, there will be no immediate need for water or sanitary sewage services. If the
future plans change, water service is available from the Henry County Water Authority, and a septic tank system can be used due to the
minimal water usage expected.
7. The impact of the proposed amendment on adjacent thoroughfares and pedestrian and vehicular circulation and traffic
volumes: The proposed self-storage facility is poised to significantly impact the surrounding thoroughfares, pedestrian and vehicular
circulation, and overall traffic volumes. With an existing traffic volume of 4,540 vehicles from the Georgia Department of Transportation’s
2023 traffic count data, the addition of a deceleration lane is a strategic measure to mitigate congestion and enhance safety. This lane will
allow vehicles to slow down without disrupting the main flow of traffic, thereby reducing the risk of rear-end collisions, especially in areas
with frequent turning movements. Despite Davis Road being a local road, the proximity to residential areas such as Stockbridge Estates,
Pine Hills Mobile Home Park, Wildwood Estates, and Sentry Oaks subdivision introduces a diverse mix of traffic types, including both
residential and commercial. Implementing a deceleration lane will accommodate this mix, improving overall traffic management and
safety. Furthermore, the prohibition of eighteen-wheelers on the property post-construction will further alleviate traffic concerns, ensuring
a safer travel for all road users.
Staff Analysis (Section 9.2.1 C of The Unified Development Code)

8. The merits of the requested change in zoning relative to any other guidelines and
policies for development, which the Planning Commission and City Council may use in
furthering the objective of the comprehensive plan: The rezoning request for the property
from SR (Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) aligns
with the Stockbridge Unified Development Code’s policies and objectives. The proposed self-
storage facility is also consistent with the purpose and intent of the requested C-3 (Heavy
Commercial) zoning district.
9. The ability of the subject land to be developed as it is presently zoned: The subject
property, which includes an existing house at 681 Davis Road, is zoned both SR (Suburban
Residential) and OI (Office-Institutional). Three of the parcels are zoned SR (Suburban
Residential), which allows the construction of single-family residences. The fourth parcel is
zoned OI (Office-Institutional) which permits the development of offices, banks, and personal
business services. The existing road, Davis Road, is sufficient for both residential and
potential office uses.
STAFF RECOMMENDATION
Staff recommends approval to rezone the four parcels on the south side of Davis Road, from SR
(Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) to allow for the
construction of a self-storage warehouse development with the following conditions:
1. Site Plan – The subject property shall be developed similar to the site plan that was submitted by the
applicant on August 8, 2024
2. Buffers – The developer shall provide a 40-foot buffer along the eastern side of the property adjacent
to Stockbridge Estates Mobile Home, a 15-foot buffer along the western side adjacent to Davis
Pavilion Shopping Center, and a 15-foot buffer along the southern side adjacent to Walmart Shopping
Center, in accordance with Section 3.2.34 F of the Stockbridge Unified Development Code.
3. Architectural Standards – Each building must have at least 50% of its exterior on all four facades
constructed with brick, stone, or a combination of these materials
4. Number of Units – The number of rental units shall be limited to a maximum of 247.
5. Flock Cameras shall be installed at the entrance of the facility.
6. Streetlights shall be installed around the perimeter of the property.
7. Ingress and egress must be provided for the Fire Marshal for all buildings.
8. The self-storage facility must be enclosed with a gate.
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
REZONING CASE #RZ-2024-08. Consideration of a rezoning request to rezone four parcels on the south side of
Davis Road from SR (Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) to allow for the
construction of 247 self-storage warehouse units. Owner: B1 Home Improvement, LLC. Agents: Robert Nesbitt and
Rogers Gotier. Property size: 6.895 +/- total acres.

BACKGROUND INFORMATION:
Staff recommendation—Approval with conditions. Planning Commission action on November 21, 2024—
Approval.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
REZONING CASE #RZ-2024-08 FOR FOUR PARCELS ON THE SOUTH SIDE OF DAVIS ROAD.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: APPROVAL WITH CONDITIONS.

Staff Signature

October 31, 2024

City of Stockbridge
Planning and Zoning

RE: Rezoning Case #RZ-2024-08

To Whom It May Concern,

I, Brandon Weiner, am the owner of the property located at 12 Old Atlanta Rd, Stockbridge, GA.
I am writing out of concern over the rezoning case #RZ-2024-08 for the purpose of a self
storage warehouse development. I believe it is important to uphold the integrity of the
Comprehensive Plan of the City of Stockbridge. In this case, if approved, would be rezoning the
property to a category not compliant with the future land use of over half of the property. To
quote the City’s comprehensive plan directly, “Failure to follow the recommendations of the
adopted future land use map weakens its significance over time and prevents the community
from achieving it’s desired development pattern.”

Furthermore, the Comprehensive Plan states that Stockbridge’s traffic “is described by most as
terrible”. It is reasonable to assume that creating a Heavy Commercial zone property further
down a collector street is going to add to the traffic issues for the surrounding residents.

There is already a self storage project in permitting less than 300 feet away at the corner of
Davis Road and N. Henry Blvd, which will more than meet the demand of the area. To rezone
residential property to make way for a second self storage facility on a residential street is both
unnecessary and a deviation from the Comprehensive Plan.

I hope these points are taken into consideration against the rezoning of residential land to heavy
commercial which would not be in alignment with the goals of the Comprehensive Plan nor an
improvement to the community.

Respectfully,

Brandon Weiner
Bweiner33@gmail.com
404-242-5296
TO: Planning Commission; Mayor and Council

FROM: Gordon Linton, Senior Planner

CC: R. Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024 (Planning Commission)

December 9, 2024 (Mayor and Council)

Subject: #RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-
08006000 on Davis Road

I. Purpose

Consider a rezoning request by B1 Home Improvement, LLC to rezone four parcels on the south
side of Davis Road, from SR (Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy
Commercial) for the purpose of allowing for the construction of a self-storage warehouse
development. The subject property contains four parcels as are listed below:

• 649 Davis Road (Parcel #S05-08004000) – Contains 3.6050 +/- acres. Current zoning: SR
(Suburban Residential).
• 657 Davis Road (Parcel #S05-08003000) – Contains 0.66 +/- acres. Current zoning: SR
(Suburban Residential).
• 681 Davis Road (Parcel #S05-08005000) – Contains 1.34 +/- acres. Current zoning: SR
(Suburban Residential).
• Parcel #S05-08006000 on Davis Road – Contains 1.29 +/- acres. Current zoning: OI (Office-
Institutional).

The applicant also simultaneously submitted a Comprehensive Plan Amendment (CP-2024-07)
to change the future land use designations from their current split future land use designations
to Low-Density Mixed-Use for the entire property.
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

II. Project Information

Proposed Development Self-storage warehouse development

Site Address 649 Davis Road, 657 Davis Road, 681 Davis Road,
#S05-08006000 on Davis Road

649 Davis Road (Parcel #S05-08004000)

Parcel Identification 657 Davis Road (Parcel #S05-08003000)

681 Davis Road (Parcel #S05-08005000)

#S05-08006000 on Davis Road

Parcel Acreage 6.895 acres

Applicant B1 Home Improvement, LLC.

Agent: Robert Nesbitt and Rogers Gotier

Owner: Beatriz Arroyo of B1 Home Improvement, LLC

Current Zoning: 649 Davis Road - SR (Suburban Residential)
657 Davis Road - SR (Suburban Residential)
681 Davis Road - SR (Suburban Residential)
S05-08006000 (Davis Road) - OI (Office-Institutional)

Current Use The subject property is wooded with an existing house
located on 681 Davis Road

2|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

SURROUNDING LAND USE AND ZONING

Location Existing Zoning Existing Land Use

Property to the North SR (Suburban Residential) Wildwood Estates (Subdivision)

Property to the South C-2 (General Commercial) Walmart Shopping Center

Property to the East RR (Rural Residential) Sunny Tree Care & Landscaping

MHR (Mobile Home Stockbridge Estates
Residential) (Mobile home park)

Property to the West C-2 (General Commercial) Davis Pavilion Shopping Center

III. Finding of Facts

1. The subject property is surrounded by the following zoning districts: SR (Suburban
Residential), C-2 (General Commercial), RR (Rural Residential), and MHR (Mobile Home
Residential).

2. The applicant submitted a Comprehensive Plan Amendment (CP-2024-07) to change the
future land use designations from their current split future land use designations to Low-
Density Mixed-Use for the entire property.

3. The subject property is surrounded by the following neighborhoods: Wildwood Estates,
Stockbridge Estates, and Pine Hills Mobile Home.

4. The applicant sent out letters to the nearby residents living in the vicinity of the proposed
development on October 18, 2024.

IV. Zoning History of Property

• 657 Davis Road (Parcel #S05-08003000) was annexed into the City of Stockbridge on June
10, 2002 upon the request of Elvida Ainsworth and was assigned the R-3 city zoning district.

3|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

• 649 Davis Road (Parcel #S05-08004000) was annexed into the City of Stockbridge on
November 10, 2003 upon the request of Elvida Ainsworth and was assigned the R-3 city
zoning district.

• 681 Davis Road (Parcel #S05-08005000) was annexed into the City of Stockbridge on
November 10, 2003 upon the request of Elvida Ainsworth and was assigned the R-3 city
zoning district.

• The subject parcel, S05-08006000, was rezoned from R-3 (Residential) to O-I (Office-
Institutional) upon the request of Thomas Starnes. The intent of the use was for constructing
an American Legion Post Headquarters Building.

Vicinity Map
V. Maps, Site Plan, and Renderings

4|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Aerial Photo with Site Plan

5|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Zoning Map of 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-
08006000

6|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Survey of 649 Davis Road, 657 Davis Road, 681 Davis Road,
#S05-08006000

7|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Site Plan of Proposed Self-Storage Warehouse Development

8|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Rendering of Proposed Self-Storage Warehouse Development

9|Page
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Name of Self- North Henry Extra Space Extra Space SecurCare Self Extra Space
storage facility Storage Storage Storage Storage Storage

Address 4400 North Henry 5334 North 59 Banks Road 599 GA-138 1461 Hudson
Boulevard Henry Bridge Road
Boulevard

Zoning of C-3 (Heavy C-3 (Heavy C-3 (Heavy C-3 (Heavy C-3 (Heavy
Property Commercial Commercial Commercial Commercial Commercial
District) District) District) District) District)
Current Future
Land Use Low-Density Mixed Low-Density Light Low-Density Medium Density
Designation Use Mixed Use Industrial Mixed Use Mixed Use

Acres 5.59 7.99 3.19 4.15 3.08

# of Buildings
Used for Rental 7 12 5 9 4
Units

Proposed
Name of Self-Storage Facility Davis Road Storage Facility Storage Xxtra Self-Storage
Facility

Address 12 Old Atlanta Road 490 Eagles Landing Davis Road
Parkway

Zoning of Property C-3 (Heavy Commercial Light Industrial C-3 (Heavy
District) Commercial)

Current Future Land Use Low-Density Mixed Use Light Industrial Low-Density
Designation Mixed Use

Acres 1.2 5.28 6.895

# of Buildings Used for Rental N/A 6 8
Units

10 | P a g e
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Proposed Self-Storage Warehouse Development Information

Building Square Footage of Number
Building of Units

1 4,800 24
2 8,400 42
3 5,400 27
4 11,250 50
5 4,350 29
6 5,400 27
7 10,800 48
8 5,400 27

V. Analysis

Project Description

B1 Home Improvement, LLC. plans to develop a self-storage facility comprising eight buildings
and 274 rental units, spanning 6.895 acres across four parcels on the south side of Davis Road.
According to Chapter 12 of the Stockbridge Unified Development Code, self-storage facilities are
defined as:
“Fully enclosed facilities with independent bays or self-contained units for the exclusive storage
of goods or personal property.”
Building 1 will cover 4,800 square feet with 24 units, while Building 2 will be larger at 8,400 square
feet with 42 units. Building 3 will have 5,400 square feet with 27 units, and Building 4 will be the
most spacious, featuring 11,250 square feet and 50 units. Building 5 will include 4,350 square
feet and 29 units and Building 6 will mirror Building 3 with 5,400 square feet and 27 units. Building
7 will be one of the larger structures, encompassing 10,800 square feet and 48 units, while
Building 8 will again match Buildings 3 and 6, offering 5,400 square feet and 27 units. The project
will feature a dedicated turning lane, a stormwater pond, and landscaping. Post-construction,
eighteen-wheelers will be prohibited on the property. Security measures will include 24-hour video
surveillance, individual unit alarms, access control systems, and perimeter security cameras.
Currently, three parcels (649, 657, and 681 Davis Road) are zoned SR (Suburban Residential),
and one parcel (0 Davis Road - S05-08006000) is zoned O-I (Office-Institutional). The applicant
seeks to rezone all four parcels to C-3 (Heavy Commercial), which permits self-storage facilities
as outlined in Section 3.1 of Chapter 3 of the Stockbridge Unified Development Code.

11 | P a g e
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

Staff Analysis

The applicant requests a Rezoning under the City of Stockbridge Unified Development Code
Section (Sec. 9.2.1 C):

The Planning Commission and the City Council shall consider the following standards in
considering any proposal that would result in a change to the text or map of this UDC, giving due
weight or priority to those factors that are appropriate to the circumstances of each proposal.

ANALYSIS OF REQUEST

1. Consistency with the Comprehensive Plan.

Currently, the subject property has a split future land use designation of Medium Density
Residential and Low-Density Mixed Use. The current future land use designation of Medium
Density Residential is not compatible with the proposed self-storage facility. Therefore, the
applicant has submitted a Comprehensive Plan Amendment to change the future land use to Low-
Density Mixed-Use for the entire property.

The proposed self-storage facility aligns with the intent of the Low-Density Mixed-Use future land
use designation, which states:

“This designation is intended for commercial/retail areas along various corridors and intersections
located throughout the city. These areas mainly serve the residents of the surrounding residential
neighborhoods. Future development and redevelopment should maintain the community-oriented
feel of these areas, with a focus on creating small mixed-use areas combining locally owned retail,
low intensity office uses, and apartment/condo/loft uses in two story buildings in a pedestrian
friendly environment, allowing nearby residents to safely walk to and within them.”

This designation aims to serve the surrounding residential neighborhoods while maintaining a
community-oriented feel. The proposed self-storage facility will offer essential storage solutions for
residents of nearby neighborhoods like Wildwood Estates, Stockbridge Estates, and Pine Hills
Mobile Home, significantly enhancing convenience. Additionally, the facility is expected to have a
minimal impact on traffic, as evidenced by the Georgia Department of Transportation’s 2023 traffic
count data of 4,540. Additionally, the facility’s proximity to the intersection of North Henry Boulevard
and Highway 138 West supports the intent of the Low-Density Mixed-Use designation. By
integrating into the pedestrian-friendly environment, the self-storage facility will contribute to the
vibrancy and accessibility of the area, aligning with the goals of the City of Stockbridge 2024
Comprehensive Plan.

2. The relation that the proposed rezoning amendment bears to the purpose of the overall
zoning scheme with due consideration given to whether or not the proposed change
will help carry out the purposes of the City of Stockbridge Zoning Code.

The proposed self-storage facility meets the purpose and intent of the Stockbridge Unified
Development Code. Section 1.4 of the Stockbridge Unified Development Code provides a list of
objectives to accomplish which is listed below:

A. Promote the health, safety, aesthetics, convenience, order, prosperity, and general welfare
of the present and future residents of the City of Stockbridge.

12 | P a g e
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

B. Minimize congestion on public streets.

C. Advance traffic safety.

H. Protect property against blight and depreciation.

The proposed self-storage facility meets Section A of Section 1.4 because it can promote the safety
and general welfare by providing a secure place for nearby and incoming residents and nearby
businesses across the Davis Pavilion Shopping Center to store their belongings. The development
meets both Section B and Section C since it prohibits eighteen wheelers from accessing the site
once the construction is complete. The prohibition of eighteen wheelers decreases the traffic
impact on Davis Road. In addition, the development meets Section H since the site will be clean
and well-managed.

Section 2.4.10 of the Stockbridge Unified Development Code provides a list of permitted uses that
are found in the requested C-3 zoning district, which includes self-storage facilities. The requested
self-storage facility meets the intent of the requested C-3 zoning district, which is found in Section
2.4.10 A of the Stockbridge Unified Development Code:

“The intent of the C-3 District is to provide distinct areas for commercial activities which provide
products and services that require locations along major arterial roads, highway intersections,
and freeway interchange areas, due to their generation of heavy traffic or their need to transport
and display heavy bulk materials, and which provide services that would not be appropriately
located in areas providing neighborhood or other commercial retail and service activities. Uses
in this district shall be located on roads having a minimum classification of major arterial.”

3. Potential positive effects of the rezoning amendment on the character of the proposed
zoning district, a particular piece of property, neighborhood, a particular area, or
community.

The proposed rezoning of the property from SR (Suburban Residential) and O-I (Office-
Institutional) to C-3 (Heavy Commercial) is anticipated to bring significant benefits to the
surrounding area. The new self-storage facility will be strategically located near several residential
communities, such as Stockbridge Estates, Pine Hills Mobile Home Park, Wildwood Estates,
Sentry Oaks subdivision, and the newly approved townhomes at 576 Davis Road. This convenient
location will provide current and future residents with easy access to essential storage solutions.

Moreover, the self-storage facility will support the nearby Davis Pavilion Shopping Center, offering
much-needed storage options for businesses and patrons. This development is expected to
enhance the overall functionality and appeal of the area, catering to the storage needs of both
residential and commercial entities. Additionally, the facility will create jobs and generate additional
revenue for the City. Importantly, the facility will generate less traffic, as eighteen-wheelers will be
prohibited once construction is completed, as evidenced by the Georgia Department of
Transportation’s 2023 traffic count data of 4,540.

4. The physical conditions of the site relative to its capability to be developed as
requested, including topography, drainage, access, and size and shape of the property.

The site appears to be suitable for the proposed self-storage facility. The topography of the site is
relatively flat, which is ideal for construction. The drainage is adequately addressed with the

13 | P a g e
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

inclusion of a stormwater pond in the plans, ensuring that runoff is managed effectively. Access to
the site is facilitated by its proximity to major roads, providing convenient entry and exit points. The
total area of the property is 6.895 acres (300,379 square feet), and its rectangular shape is
conducive to efficient layout and development of the buildings and infrastructure.

5. The impact upon adjacent property owners should the request be granted.

If the rezoning request from SR (Suburban Residential) and O-I (Office-Institutional) to C-3 (Heavy
Commercial) for the self-storage facility is approved, it could positively impact the adjacent property
owners in Stockbridge Estates, Pine Hills Mobile Home Park, Wildwood Estates, Sentry Oaks
subdivision, and the newly approved townhomes at 576 Davis Road.

One positive impact is that the facility is expected to generate less traffic, as eighteen-wheelers
will be prohibited once construction is completed. According to the Georgia Department of
Transportation’s 2023 traffic count data, the vicinity area currently experiences a traffic volume of
4,540 vehicles.

Another positive impact is that the self-storage facility will have security features, which will
enhance the overall safety of the vicinity. The appearance of the facility can also influence its
impact. Well-maintained facilities with good landscaping can improve the overall look of the
neighborhood.

6. The potential impact of the rezoning on City infrastructure including water and sewage
system.

The potential impact of the rezoning on city infrastructure, including water and sewage systems, is
minimal for the proposed self-storage warehouse. Since there are no restroom facilities planned
and operations will be virtual, there will be no immediate need for water or sanitary sewage
services. If the future plans change, water service is available from the Henry County Water
Authority, and a septic tank system can be used due to the minimal water usage expected.

7. The impact of the proposed amendment on adjacent thoroughfares and pedestrian and
vehicular circulation and traffic volumes.

The proposed self-storage facility is poised to significantly impact the surrounding thoroughfares,
pedestrian and vehicular circulation, and overall traffic volumes. With an existing traffic volume of
4,540 vehicles from the Georgia Department of Transportation’s 2023 traffic count data, the
addition of a deceleration lane is a strategic measure to mitigate congestion and enhance safety.
This lane will allow vehicles to slow down without disrupting the main flow of traffic, thereby
reducing the risk of rear-end collisions, especially in areas with frequent turning movements.
Despite Davis Road being a local road, the proximity to residential areas such as Stockbridge
Estates, Pine Hills Mobile Home Park, Wildwood Estates, and Sentry Oaks subdivision introduces
a diverse mix of traffic types, including both residential and commercial. Implementing a
deceleration lane will accommodate this mix, improving overall traffic management and safety.
Furthermore, the prohibition of eighteen-wheelers on the property post-construction will further
alleviate traffic concerns, ensuring a safer travel for all road users.

14 | P a g e
#RZ-2024-08 For 649 Davis Road, 657 Davis Road, 681 Davis Road, #S05-08006000 on Davis Road

8. The merits of the requested change in zoning relative to any other guidelines and
policies for development, which the Planning Commission and City Council may use in
furthering the objective of the comprehensive plan.

The rezoning request for the property from SR (Suburban Residential) and OI (Office-Institutional)
to C-3 (Heavy Commercial) aligns with the Stockbridge Unified Development Code’s policies and
objectives. The proposed self-storage facility is also consistent with the purpose and intent of the
requested C-3 (Heavy Commercial) zoning district.

9. The ability of the subject land to be developed as it is presently zoned.

The subject property, which includes an existing house at 681 Davis Road, is zoned both SR
(Suburban Residential) and OI (Office-Institutional). Three of the parcels are zoned SR (Suburban
Residential), which allows the construction of single-family residences. The fourth parcel is zoned
OI (Office-Institutional) which permits the development of offices, banks, and personal business
services. The existing road, Davis Road, is sufficient for both residential and potential office uses.

VI. STAFF RECOMMENDATION

Staff recommends approval to rezone the four parcels on the south side of Davis Road, from SR
(Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) to allow for the
construction of a self-storage warehouse development with the following conditions:

1. Site Plan – The subject property shall be developed similar to the site plan that was
submitted by the applicant on August 8, 2024

2. Buffers – The developer shall provide a 40-foot buffer along the eastern side of the
property adjacent to Stockbridge Estates Mobile Home, a 15-foot buffer along the
western side adjacent to Davis Pavilion Shopping Center, and a 15-foot buffer along
the southern side adjacent to Walmart Shopping Center, in accordance with Section
3.2.34 F of the Stockbridge Unified Development Code.

3. Architectural Standards – Each building must have at least 50% of its exterior on all
four facades constructed with brick, stone, or a combination of these materials

4. Number of Units – The number of rental units shall be limited to a maximum of 247.

5. Flock Cameras shall be installed at the entrance of the facility.

6. Streetlights shall be installed around the perimeter of the property.

7. Ingress and egress must be provided for the Fire Marshal for all buildings.

8. The self-storage facility must be enclosed with a gate.

15 | P a g e
November 21, 2024 (Planning
Commission)
Presentation for RZ-2024- December 9, 2024 (Mayor and Council)
08 and CP-2024-07
Case Facts
§ Applicant: B1 Home Improvement, LLC.
§ Owner: Beatriz Arroyo of B1 Home Improvement, LLC
§ Agent: Robert Nesbitt and Rogers Gotier
§ Address of Property: 649 Davis Road (Parcel #S05-08004000); 657 Davis Road (Parcel #S05-
08003000); 681 Davis Road (Parcel #S05-08005000); #S05-08006000 on Davis Road
§ Number of Acres: 6.895 acres
§ Project Characteristics: The subject property is wooded with an existing house located on 681
Davis Road
§ Current Future Land Use Designation: Medium Density Residential and Low-Density Mixed-Use
§ Current Zoning of Property: SR (Suburban Residential) and OI (Office-Institutional)
§ Sign Posting: October 22, 2024
§ Letters Residents Received From Applicant: October 22, 2024
Vicinity Map
Aerial Photo
with Site Plan
Survey of 649
Davis Road,
657 Davis Road,
681 Davis Road,
#S05-08006000
Site Visit on
October 22,
2024 Visit on
October 22,
2024
657 Davis Road (Parcel #S05-08003000) was annexed into
the City of Stockbridge on June 10, 2002 upon the request of
Elvida Ainsworth and was assigned the R-3 city zoning district.

649 Davis Road (Parcel #S05-08004000) was annexed into
the City of Stockbridge on November 10, 2003 upon the
Zoning request of Elvida Ainsworth and was assigned the R-3 city
zoning district.
History of
681 Davis Road (Parcel #S05-08005000) was annexed into
Property the City of Stockbridge on November 10, 2003 upon the
request of Elvida Ainsworth and was assigned the R-3 city
zoning district.

The subject parcel, S05-08006000, was rezoned from R-3
(Residential) to O-I (Office-Institutional) upon the request of
Thomas Starnes. The intent of the use was for constructing an
American Legion Post Headquarters Building.
Development Information
§ B1 Home Improvement, LLC. plans to develop a self-storage facility comprising eight buildings and
274 rental units, spanning 6.895 acres across four parcels on the south side of Davis Road. According
to Chapter 12 of the Stockbridge Unified Development Code, self-storage facilities are defined as:
§ “Fully enclosed facilities with independent bays or self-contained units for the exclusive storage of
goods or personal property.”
§ Building 1 will cover 4,800 square feet with 24 units, while Building 2 will be larger at 8,400 square
feet with 42 units. Building 3 will have 5,400 square feet with 27 units, and Building 4 will be the most
spacious, featuring 11,250 square feet and 50 units. Building 5 will include 4,350 square feet and 29
units and Building 6 will mirror Building 3 with 5,400 square feet and 27 units. Building 7 will be one of
the larger structures, encompassing 10,800 square feet and 48 units, while Building 8 will again match
Buildings 3 and 6, offering 5,400 square feet and 27 units. The project will feature a dedicated turning
lane, a stormwater pond, and landscaping. Post-construction, eighteen-wheelers will be prohibited on
the property. Security measures will include 24-hour video surveillance, individual unit alarms, access
control systems, and perimeter security cameras.
Proposed Self-Storage Warehouse
Development Information

Building Square Footage of Building Number
of Units
1 4,800 24
2 8,400 42
3 5,400 27
4 11,250 50
5 4,350 29
6 5,400 27
7 10,800 48
8 5,400 27
247
Self-Storage Facilities Information
Name of North Henry Extra Space Extra Space SecurCare Extra Space Davis Road Jewel Proposed
Self-storage Storage Storage Storage Self Storage Storage Storage Xxtra Storage Sanitary Pad Self-Storage
facility Facility Warehouse Facility

4400 North 5334 North
Address Henry Henry 59 Banks 599 GA-138 1461 Hudson 490 Eagles 12 Old Atlanta 1090 Village Davis Road
Boulevard Boulevard Road Bridge Road Landing Road Business
Parkway Parkway

Zoning of C-3 (Heavy C-3 (Heavy C-3 (Heavy C-3 (Heavy C-3 (Heavy Light C-3 (Heavy Light C-3 (Heavy
Property Commercial Commercial Commercial Commercial Commercial Industrial Commercial Industrial Commercial)
District) District) District) District) District) District)

Current
Future Land Medium Light Low-Density
Use Low-Density Low-Density Light Low-Density Density Mixed Light Industrial Low-Density Industrial Mixed Use
Designation Mixed Use Mixed Use Industrial Mixed Use Use Mixed Use

Acres 5.59 7.99 3.19 4.15 3.08 5.28 1.2 1.2 6.895

# of
Buildings 7 12 5 9 4 6 2-story 2-story 8
Used for warehouse warehouse
Rental Units
Presentation for CP-2024-08
Applicant’s Request
§ Change the future land use designations from their
current split future land use designations to Low-Density
Mixed-Use for the purpose of allowing for the
construction of a self-storage warehouse development.
§ Currently, the top portion of the parcels (649, 657, and
681 Davis Road, and 0 Davis Road - S05-08006000)
have a future land use designation of Medium Density
Residential, which is not compatible with the requested
C-3 zoning district. Therefore, the applicant is
requesting to change the future land use designations
from their current split future land use designations to
Low-Density Mixed Use.
City of Stockbridge
Comprehensive Plan (2024)
SURROUNDING LAND USE
DESIGNATION
Location Current Future Land Use
Current Land Use Designation

Property to the North Wildwood Estates (Subdivision) Medium Density Residential

Property to the South Medium Density Mixed Use
Walmart Shopping Center

Sunny Tree Care & Landscaping Medium Density Residential
Property to the East
Medium Density Residential
Stockbridge Estates
(Mobile home park)

Property to the West Davis Pavilion Shopping Center Medium Density Residential;
Low Density Mixed Use
Staff Analysis
(Section 9.2.7 of The Unified
Development Code)
Staff Analysis
(Section 9.2.7 of The Unified To attract and retain high-quality and diverse
Development Code) employers with quality of life, education,
culture, housing, healthcare, retail, and
1. Consistency with the Comprehensive Plan: recreation facilities. (Economic Development
Goal)
Currently, the top portion of the parcels at 649, 657, and 681 Davis
Road, and 0 Davis Road (S05-08006000), have a split future land
use designation of Medium Density Residential, which is not Market the City as a great place to do
compatible with the requested C-3 zoning district. Therefore, the Community business. (Economic Development Policy)
applicant is requesting to change the future land use designations
from their current split designations to Low-Density Mixed-Use. Goals and
To ensure that new developments promote a
The proposed self-storage facility aligns with the intent of the Low- Policies better sense of place and preserve valued
Density Mixed-Use future land use designation, which states:
elements of community character. (Future
“This designation is intended for commercial/retail areas along Land Use Goal)
various corridors and intersections located throughout the city. (page 42-
These areas mainly serve the residents of the surrounding 44) To establish land use designations that meet
residential neighborhoods. Future development and the needs of the City and are consistent with
redevelopment should maintain the community-oriented feel of the new UDC. (Future Land Use Goal)
these areas, with a focus on creating small mixed-use areas
combining locally owned retail, low intensity office uses, and
apartment/condo/loft uses in two story buildings in a pedestrian To identify available land for redevelopment
friendly environment, allowing nearby residents to safely walk to and work with the development community
and within them.” on desirable development. (Future Land Use
Goal)
The proposed development can fit within the Low-Density Mixed-
Use designation as it is designed to serve commercial/retail areas Work with business owners/ developers to
along various corridors and intersections, primarily catering to the improve conditions of property and require a
needs of surrounding residential neighborhoods. consistent look of quality among commercial
developments. (Future Land Use Policy)
Staff Analysis
(Section 9.2.7 of The Unified Development Code)
2. Relation to the Zoning of the Property: Currently, three parcels (649, 657, and 681 Davis Road) are zoned SR (Suburban Residential), and
one parcel (0 Davis Road - S05-08006000) is zoned O-I (Office-Institutional). The applicant seeks to rezone all four parcels to C-3 (Heavy
Commercial), which permits self-storage facilities as outlined in Section 3.1 of Chapter 3 of the Stockbridge Unified Development Code. The
proposed C-3 zoning supports commercial activities requiring intensive land use, such as self-storage warehouses. Additionally, there is
existing C-3 zoning to the west of these parcels, further justifying the compatibility of the proposed rezoning.

3. Suitability of the Site’s Location: The suitability of the site's location for the proposed self-storage warehouse development is favorable due
to its strategic proximity to both residential and commercial areas. The parcels located at 649, 657, and 681 Davis Road, as well as 0 Davis
Road (S05-08006000), are well-positioned near established neighborhoods such as Wildwood Estates, Pineywoods, and Stockbridge
Estates. This ensures that the self-storage facility will be accessible to the nearby residents who may require storage solutions. In addition,
the site's proximity to commercial hubs like Davis Pavilion Shopping Center and Walmart further enhances its suitability by providing
convenient access to services and amenities. This blend of residential and commercial proximity supports the rationale for a Low-Density
Mixed-Use designation, allowing for a harmonious integration of the self-storage warehouse into the community.

4. Maintaining the Current Land Use Designation: Maintaining the current land use designation for the parcels at 649, 657, and 681 Davis
Road, and 0 Davis Road (S05-08006000), which have a split future land use designation of Low-Density Mixed Use and Medium Density
Residential, ensures that the development remains consistent with the surrounding areas. To the north and east, the land is primarily
residential, supporting a cohesive neighborhood character. To the south, there is a mix of residential and potentially commercial or multi-
family developments, aligning with the Medium Density Residential designation. To the west, the area includes residential plots and larger
undeveloped parcels, which fit within the Low-Density Mixed-Use designation. Maintaining these designations preserves the community's
character, supports sustainable growth, and ensures that existing infrastructure and public services are adequate, thereby reducing the need
for significant upgrades.
STAFF RECOMMENDATION

§ This Staff Report has demonstrated that the requested Comprehensive Plan Amendment via
CP-2024-07 is consistent with the 2024 Comprehensive Plan in conjunction with the
requested rezoning of RZ-2024-08 to rezone the four parcels from SR (Suburban
Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial). Therefore, the Planning
and Zoning staff recommends APPROVAL.
Presentation for
RZ-2024-08
Applicant’s Request
• Rezone four parcels on the south side of Davis Road, from SR (Suburban
Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) for the
purpose of allowing for the construction of a self-storage warehouse
development.
• Currently, three parcels (649, 657, and 681 Davis Road) are zoned SR
(Suburban Residential), and one parcel (0 Davis Road - S05-08006000) is
zoned O-I (Office-Institutional). The applicant seeks to rezone all four parcels
to C-3 (Heavy Commercial), which permits self-storage facilities as outlined
in Section 3.1 of Chapter 3 of the Stockbridge Unified Development Code.
SURROUNDING LAND USE AND ZONING
Location Existing Zoning Existing Land Use

Property to the North SR (Suburban Residential) Wildwood Estates (Subdivision)

Walmart Shopping Center
Property to the South C-2 (General Commercial)

RR (Rural Residential) Sunny Tree Care & Landscaping
Property to the East
MHR (Mobile Home Residential) Stockbridge Estates
(Mobile home park)

Property to the West Davis Pavilion Shopping Center
C-2 (General Commercial)
Staff Analysis (Section 9.2.1 C of The
Unified Development Code)
Staff Analysis (Section 9.2.1 C of The Unified
Development Code)
1. Consistency with the Comprehensive Plan:
Currently, the subject property has a split future land use designation of Medium Density Residential and Low-Density Mixed
Use. The current future land use designation of Medium Density Residential is not compatible with the proposed self-storage
facility. Therefore, the applicant has submitted a Comprehensive Plan Amendment to change the future land use to Low-
Density Mixed-Use for the entire property. The proposed self-storage facility aligns with the intent of the Low-Density Mixed-
Use future land use designation, which states:
“This designation is intended for commercial/retail areas along various corridors and intersections located throughout the city.
These areas mainly serve the residents of the surrounding residential neighborhoods. Future development and redevelopment
should maintain the community-oriented feel of these areas, with a focus on creating small mixed-use areas combining locally
owned retail, low intensity office uses, and apartment/condo/loft uses in two story buildings in a pedestrian friendly
environment, allowing nearby residents to safely walk to and within them.”
This designation aims to serve the surrounding residential neighborhoods while maintaining a community-oriented feel. The
proposed self-storage facility will offer essential storage solutions for residents of nearby neighborhoods like Wildwood Estates,
Stockbridge Estates, and Pine Hills Mobile Home, significantly enhancing convenience. Additionally, the facility is expected to
have a minimal impact on traffic, as evidenced by the Georgia Department of Transportation’s 2023 traffic count data of 4,540.
Additionally, the facility’s proximity to the intersection of North Henry Boulevard and Highway 138 West supports the intent of
the Low-Density Mixed-Use designation. By integrating into the pedestrian-friendly environment, the self-storage facility will
contribute to the vibrancy and accessibility of the area, aligning with the goals of the City of Stockbridge 2024 Comprehensive
Plan.
Staff Analysis (Section 9.2.1 C of The Unified
Development Code)
2. The relation that the proposed rezoning amendment bears to the purpose of the overall
zoning scheme with due consideration given to whether or not the proposed change will
help carry out the purposes of the City of Stockbridge Zoning Code:
The proposed self-storage facility meets the purpose and intent of the Stockbridge Unified
Development Code. The proposed self-storage facility meets Section A of Section 1.4 because it
can promote the safety and general welfare by providing a secure place for nearby and incoming
residents and nearby businesses across the Davis Pavilion Shopping Center to store their
belongings. The development meets both Section B and Section C since it prohibits eighteen
wheelers from accessing the site once the construction is complete. The prohibition of eighteen
wheelers decreases the traffic impact on Davis Road. In addition, the development meets Section H
since the site will be clean and well-managed.
Section 2.4.10 of the Stockbridge Unified Development Code provides a list of permitted uses that
are found in the requested C-3 zoning district, which includes self-storage facilities. The requested
self-storage facility meets the intent of the requested C-3 zoning district.
A. Promote the health, safety, aesthetics, convenience,
Promote order, prosperity, and general welfare of the present
and future residents of the City of Stockbridge.

List Of
Objectives Minimize B. Minimize congestion on public streets.

found in
Section 1.4 of
The Unified Advance C. Advance traffic safety.

Development
Code Protect H. Protect property against blight and depreciation.
Staff Analysis (Section 9.2.1 C of The Unified
Development Code)
3. Potential positive effects of the rezoning amendment on the character of the proposed zoning district, a
particular piece of property, neighborhood, a particular area, or community: The proposed rezoning of the property
from SR (Suburban Residential) and O-I (Office-Institutional) to C-3 (Heavy Commercial) is anticipated to bring significant
benefits to the surrounding area. The new self-storage facility will be strategically located near several residential
communities, such as Stockbridge Estates, Pine Hills Mobile Home Park, Wildwood Estates, Sentry Oaks subdivision,
and the newly approved townhomes at 576 Davis Road. This convenient location will provide current and future residents
with easy access to essential storage solutions. Moreover, the self-storage facility will support the nearby Davis Pavilion
Shopping Center, offering much-needed storage options for businesses and patrons. This development is expected to
enhance the overall functionality and appeal of the area, catering to the storage needs of both residential and commercial
entities. Additionally, the facility will create jobs and generate additional revenue for the City. Importantly, the facility will
generate less traffic, as eighteen-wheelers will be prohibited once construction is completed, as evidenced by the Georgia
Department of Transportation’s 2023 traffic count data of 4,540.
4. The physical conditions of the site relative to its capability to be developed as requested, including topography,
drainage, access, and size and shape of the property: The site appears to be suitable for the proposed self-storage
facility. The topography of the site is relatively flat, which is ideal for construction. The drainage is adequately addressed
with the inclusion of a stormwater pond in the plans, ensuring that runoff is managed effectively. Access to the site is
facilitated by its proximity to major roads, providing convenient entry and exit points. The total area of the property is
6.895 acres (300,379 square feet), and its rectangular shape is conducive to efficient layout and development of the
buildings and infrastructure.
Staff Analysis (Section 9.2.1 C of The Unified Development
Code)
5. The impact upon adjacent property owners should the request be granted: If the rezoning request from SR (Suburban Residential)
and O-I (Office-Institutional) to C-3 (Heavy Commercial) for the self-storage facility is approved, it could positively impact the adjacent
property owners in Stockbridge Estates, Pine Hills Mobile Home Park, Wildwood Estates, Sentry Oaks subdivision, and the newly
approved townhomes at 576 Davis Road. One positive impact is that the facility is expected to generate less traffic, as eighteen-wheelers
will be prohibited once construction is completed. According to the Georgia Department of Transportation’s 2023 traffic count data, the
vicinity area currently experiences a traffic volume of 4,540 vehicles. Another positive impact is that the self-storage facility will have
security features, which will enhance the overall safety of the vicinity. The appearance of the facility can also influence its impact. Well-
maintained facilities with good landscaping can improve the overall look of the neighborhood.
6. The potential impact of the rezoning on City infrastructure including water and sewage system: The potential impact of the
rezoning on city infrastructure, including water and sewage systems, is minimal for the proposed self-storage warehouse. Since there are
no restroom facilities planned and operations will be virtual, there will be no immediate need for water or sanitary sewage services. If the
future plans change, water service is available from the Henry County Water Authority, and a septic tank system can be used due to the
minimal water usage expected.
7. The impact of the proposed amendment on adjacent thoroughfares and pedestrian and vehicular circulation and traffic
volumes: The proposed self-storage facility is poised to significantly impact the surrounding thoroughfares, pedestrian and vehicular
circulation, and overall traffic volumes. With an existing traffic volume of 4,540 vehicles from the Georgia Department of Transportation’s
2023 traffic count data, the addition of a deceleration lane is a strategic measure to mitigate congestion and enhance safety. This lane will
allow vehicles to slow down without disrupting the main flow of traffic, thereby reducing the risk of rear-end collisions, especially in areas
with frequent turning movements. Despite Davis Road being a local road, the proximity to residential areas such as Stockbridge Estates,
Pine Hills Mobile Home Park, Wildwood Estates, and Sentry Oaks subdivision introduces a diverse mix of traffic types, including both
residential and commercial. Implementing a deceleration lane will accommodate this mix, improving overall traffic management and
safety. Furthermore, the prohibition of eighteen-wheelers on the property post-construction will further alleviate traffic concerns, ensuring
a safer travel for all road users.
Staff Analysis (Section 9.2.1 C of The Unified Development Code)

8. The merits of the requested change in zoning relative to any other guidelines and
policies for development, which the Planning Commission and City Council may use in
furthering the objective of the comprehensive plan: The rezoning request for the property
from SR (Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) aligns
with the Stockbridge Unified Development Code’s policies and objectives. The proposed self-
storage facility is also consistent with the purpose and intent of the requested C-3 (Heavy
Commercial) zoning district.
9. The ability of the subject land to be developed as it is presently zoned: The subject
property, which includes an existing house at 681 Davis Road, is zoned both SR (Suburban
Residential) and OI (Office-Institutional). Three of the parcels are zoned SR (Suburban
Residential), which allows the construction of single-family residences. The fourth parcel is
zoned OI (Office-Institutional) which permits the development of offices, banks, and personal
business services. The existing road, Davis Road, is sufficient for both residential and
potential office uses.
STAFF RECOMMENDATION
Staff recommends approval to rezone the four parcels on the south side of Davis Road, from SR
(Suburban Residential) and OI (Office-Institutional) to C-3 (Heavy Commercial) to allow for the
construction of a self-storage warehouse development with the following conditions:
1. Site Plan – The subject property shall be developed similar to the site plan that was submitted by the
applicant on August 8, 2024
2. Buffers – The developer shall provide a 40-foot buffer along the eastern side of the property adjacent
to Stockbridge Estates Mobile Home, a 15-foot buffer along the western side adjacent to Davis
Pavilion Shopping Center, and a 15-foot buffer along the southern side adjacent to Walmart Shopping
Center, in accordance with Section 3.2.34 F of the Stockbridge Unified Development Code.
3. Architectural Standards – Each building must have at least 50% of its exterior on all four facades
constructed with brick, stone, or a combination of these materials
4. Number of Units – The number of rental units shall be limited to a maximum of 247.
5. Flock Cameras shall be installed at the entrance of the facility.
6. Streetlights shall be installed around the perimeter of the property.
7. Ingress and egress must be provided for the Fire Marshal for all buildings.
8. The self-storage facility must be enclosed with a gate.
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-08. Consideration of a Comprehensive Plan Amendment
request to change the property’s future land use designation from Park/Recreation/Conservation to Low-Density
Residential to allow for the construction of single-family detached homes on four separate lots (not in a subdivision).
Property Owners: Joyce Kemper-Hager Living Trust and Joyce Kemper-Hager as Trustee. Applicants: AP Property
Solutions, LLC and Surender Sharma. Agent: Sibley-Miller Surveying and Planning, Inc. Property size: 4.849 +/-
acres.
BACKGROUND INFORMATION:
Staff recommendation—Approval. The applicant submitted a withdrawal letter on November 21, 2024.
Planning Commission action on November 21, 2024—Withdrawal.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-08 FOR PARCEL #013-01018000 ON
THE EAST SIDE OF BLACKHALL ROAD.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: APPROVAL.

Staff Signature

Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID 013-01018000 Class R Owner JOYCE KEMPER-HAGER Land $95,900
Property Acreage 7.1 Address LIVING TRUST Value:
Address JOYCE KEMPER-HAGER AS Building $0 Last 2 Sales
District City/Stockbridge TRUSTEE Value: Date Price Reason Qual
818 EAGLE DRIVE Misc $0 11/4/2019 $0 FAMLY/GIFT U
GRIFFIN GA 30223 Value: 1/1/1960 $0 n/a U
Total $95,900
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 11/7/2024
Last Data Uploaded: 11/7/2024 1:10:18 AM

Developed by
LEGEND
LP = LIGHT POLE WOODEN POWER POLE -----
PP = POWER POLE WOODEN POWER POLE -----
POB = POINT OF BEGINNING EX. OVERHEAD POWER LINES E

SURVEYING & PLANNING INC
D.B. = DEED BOOK EX. FENCE X

P.B. = PLAT BOOK STORM PIPE---------------
PG. = PAGE EX. WATER VALVE-----
N/F = NOW OR FORMERLY FIRE HYDRANT --------- CURVE DATA
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING GRID NORTH

S IBLEY - M ILLER
EX. = EXISTING EX. ASPHALT ------------ GA. WEST
C1 15189.57' 205.77' 205.77' N 30°29'54" E
R/W = RIGHT OF WAY
C2 630.00' 186.69' 186.01' S 22°15'32" W
CTP = CRIMP TOP PIPE
OTP = OPEN TOP PIPE
IPS = IRON PIN SET (#4 REBAR)
CMP = CORRUGATED METAL PIPE
RCP = REINFORCED CONCRETE PIPE

PARCEL ID #013A0140011
12
N/F PETROS SPIVEY, INC.
13
D.B. 5452, PG. 73 EASEMENT AS PER PARCEL ID #013A01028000 14
ZONE: SR D.B. 8936 PG. 271 N/F TROTTER PARCEL ID #013A01027000 1 10
D.B. 18093, PG. 56 N/F SHOTUYO PARCEL ID #013A01026000
PP PARCEL ID #013A01025000
MANDERLEY S/D UNIT 1I D.B. 18774, PG. 23 N/F WOODS PARCEL ID #013A01024001
D.B. 13053, PG. 229 N/F ZHU N/F MARTINO
GR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 13197, PG. 198
AT E ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 1510, PG. 1
E LP DETENTION MANDERLEY S/D UNIT 1I
X ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I
POND ZONE: SR P.B. 12, PG. 250 P.B. 10, PG. 69
E GW E X
ZONE: SR ZONE: SR
15"R E PP IPS GW X
LL
C P S 01°48'00" W 530.07' X
LL
APPROXIMATE LAND LOT LINE 25 8
E REBAR
S 01°38'29" W 396.56'
PARCEL ID #013A01045000
E REBAR X X X X X
FOUND FOUND REBAR
X X X IPS
ON LINE
E C2 0.2' EAST FOUND REBAR N/F LANE
FOUND X

A2 PROPERTY SOLUTIONS, LLC
R/W ON LINE D.B. 185361, PG. 5
40' S/B 12
E MOUN.
FOUND POB MANDERLEY S/D UNIT 1
P.B. 9, PG. 269
LL LL

BOUNDARY SURVEY FOR:
ZONE: SR

TOTAL AREA = 4.849 ACRES
24 9

E EASEMENT AS PER
GW
D.B. 8936 PG. 271

PP WV
E N3 X

10' S/B

CITY OF STOCKBRIDGE
0°4
4'5 4.849 ACRES
4" 211,248 SQ.FT.
E 29 X
THIS SURVEY WAS COMPLETED USING A EGPS 20TL DUAL FREQUENCY 2.6
GPS BASE AND ROVER. ALL POINTS COLLECTED WITH GPS HAD A POSITIONAL
TOLERANCE OF LESS THAN 0.03 RESIDUAL WITH 95% CONFIDENCE LEVEL.
PLAT E.O.C. 1: 195,211 R/W
E X

LAND LOT 24, 12th. DISTRICT
MOUN.

APPROXIMATE LAND LOT LINE
FOUND
SURVEYOR'S CERTIFICATION: E
PARCEL ID #013A01044000
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS 50'

N 88°47'30" W 484.15'
S/B
PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE ON THE E
N/F KOCIENDA
GROUND BY ME OR UNDER MY SUPERVISION, AND THAT THE MONUMENTS
D.B. 16521, PG. 17
REFERENCED HEREON, EXIST AND THEIR SIZES, LOCATIONS AND
13
MATERIALS ARE CORRECTLY SHOWN.
MANDERLEY S/D UNIT 1

HENRY COUNTY, GEORGIA
18"CMP
C1 (DIRECTION P.B. 9, PG. 269

FLOOD STATEMENT PP UNKNOWN)
AS PER OFFICIAL FLOOD INSURANCE MAPS BY THE F.E.M.A. THIS PROPERTY E ZONE: SR
IS NOT LOCATED WITHIN A DESIGNATED FLOOD HAZARD AREA AS PER
E 75
COMMUNITY PANEL NUMBER 13151C0069D DATED : OCTOBER 6, 2016 'I
HENRY COUNTY MAP 69 OF 305 BL M
PE
AC E
WV R
VI
K O
~1 HAL
E 50 S
THIS PROPERTY IS SUBJECT TO ALL RIGHT OF WAYS AND EASEMENTS SHOWN 'U SE
OR NOT SHOWN, RECORDED OR UNRECORDED. 00' L ND TB
R/W RO
IS A C
0' TU K
~ AD
THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT WHICH 50 RB
COULD REVEAL ENCUMBRANCES NOT SHOWN. .0 E
25 ED
GENERAL NOTES: 'S BU
UTILITIES SHOWN ARE LOCATION VISIBLE AT TIME OF SURVEY. ADDITIONAL E TA
TE FF
UTILITIES MAY EXIST ABOVE OR BELOW GROUND. THE SURVEYOR ACCEPTS PARCEL ID: 013-01018000 W E
30"CMP AT R
NO RESPONSIBILITY FOR THE COMPLETENESS OF THIS DATA. E ER
N3 C/ BU
OWNER: A2 PROPERTY SOLUTIONS, LLC LC FF
WV E 0°4 RE ER
5 '54 EK
SURVEYORS CERTIFICATION: TOTAL AREA: 4.849 ACRES / 211,248 SQ. FT. "E
36
REFERENCES: D.B. 19325, PG. 2452-2453 PP E 6.6
FILED/RECORDED: MARCH 21, 2024 UGFO
This plat is a retracement of an existing parcel or parcels of land and does not subdivide or create a new parcel E
or make any changes to any real property boundaries. The recording information of the documents, maps, plats,
D.B. 8936, PG. 271 (SLOPE EASEMENT)
or other instruments which created the parcel or parcels are stated hereon. RECORDATION OF THIS PLAT E
D.B. 8936, PG. 275 (RIGHT-OF-WAY)
DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE
R/W BOOK 45, PG. 19A
WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF E
THE LAND. Furthermore, the undersigned land surveyor certifies that this plat complies with the minimum REBAR
technical standards for property surveys in Georgia as set forth in the rules and regulations of the Georgia Board E FOUND
CITY OF STOCKBRIDGE
of Registration for Professional Engineers and Land Surveyors and as set forth in O.C.G.A. Section 15-6-67.
ZONED: SR (SURBURBAN RESIDENTIAL DISTRICT) PROJECT #: B24022
MINIMUM LOT AREA : 12,000 SQ.FT.
MINIMUM LOT WIDTH : 75' SURVEY ORDERED BY: JAY CAHUTAY E
BOUNDARY SURVEY
MINIMUM LOT FRONTAGE :100% OF LOT WIDTH FIELDWORK COMPLETED ON: 9-04-2024
MINIMUM HEATED FLOOR AREA : 1,500 SQ. FT. A SEARCH WAS MADE FOR NGS MONUMENTS
MAXIMUM LOT COVERAGE : 30% AND NONE WERE FOUND WITHIN 500' OF SITE.
PP DRAWN BY: PWF
FRONT SETBACK : 50' CHECKED BY: TLM/KB
Tim L. Miller GA. RLS # 3150 Date: REAR SETBACK : 40'
SIDE SETBACK : 10' 0' 60' 120' 180'
SCALE: 1" = 60'
SEWER AS PER INDIVIDUAL SEPTIC SYSTEM. DATE: 05/31/2024
WATER AS PER HENRY COUNTY
GRAPHIC SCALE = FEET
SHEET: 1 OF 1
TO: Mayor/Council
Planning Commission

FROM: Gordon Linton, Senior Planner

CC: R. Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024 (Planning Commission)

December 9, 2024 (Mayor and Council)

Subject: CP-2024-08 For #013-01018000 (Blackhall Road)

I. PURPOSE

To Consider a Comprehensive Plan Amendment application to change the current future
land use designation of a parcel that is located on the east side of Blackhall Road, south
of Walt Stephens Road from Park/Recreation/Conservation to Low-Density Residential
to allow for the division of the property into separate lots for single-family detached
residential development.

The applicant also simultaneously submitted a rezoning application to rezone the subject
property from SR (Suburban Residential) to RR (Rural Residential).

II. Project Information

Proposed Development Single-family detached residential development

The subject property is located on the east side
Site Address of Blackhall Road which is south of Walt
Stephens Road.

Parcel Identification 013-01018000

CP-2024-08 For #013-01018000 (Blackhall Road)

Parcel Acreage 4.849

Applicants AP Property Solutions, LLC and Surender
Sharma

Agent Sibley-Miller Surveying and Planning, Inc.

Owner Joyce Kemper-Hager Living Trust and Joyce
Kemper-Hager as Trustee

Current Future Land Use Designation Park/Recreation/Conservation

Proposed Future Land Use Designation Low-Density Residential

Number of Proposed Units Per Acre 1.21 acres

Current Use The subject property is currently vacant and is
heavily wooded.

SURROUNDING LAND USE DESIGNATION

Location Current Land Use Current Future Land Use
Designation

BP (Gas station) Low Density Mixed Use
Property to the North
Spivey Plaza (Shopping Center) Low Density Mixed Use

Legend’s at Lake Spivey Medium Density Residential
(Subdivision)

CP-2024-08 For #013-01018000 (Blackhall Road)

Property to the South Manderley Subdivision Low Density Residential

Lost Valley on Lake Spivey Medium Density Suburban
(Subdivision) (Henry County)
Property to the East
Legend’s at Lake Spivey
(Subdivision)

Property to the West Manderley Subdivision Low Density Residential

SURROUNDING LAND USE DENSITIES

Name of Subdivision Units Estimate Density Per
Acres

Manderley Subdivision 73 1 unit per acre

Lost Valley on Lake Spivey 22 1 unit per acre

Legend’s at Lake Spivey 100 2 units per acre

AP Property Solutions, LLC 4 1.21 units per acre

III. Findings of Fact

1. The surrounding land use designations that are in the vicinity of the area are as
follows: Low Density Mixed Use and High Density Residential.

2. The applicant submitted a rezoning application to rezone the property from SR
(Suburban Residential) to RR (Rural Residential).

CP-2024-08 For #013-01018000 (Blackhall Road)

3. The applicant submitted a subdivision plat to divide the subject property into four
residential lots.

IV. Maps and Illustrations

Vicinity Map

CP-2024-08 For #013-01018000 (Blackhall Road)

Aerial Photo with Site Plan

CP-2024-08 For #013-01018000 (Blackhall Road)

Survey of Subject Property

CP-2024-08 For #013-01018000 (Blackhall Road)

Plat Showing the Division of the Proposed Residential Lots at
Blackhall Road

CP-2024-08 For #013-01018000 (Blackhall Road)

Future Land Use Map of 013-01018000 (Blackhall Road)

CP-2024-08 For #013-01018000 (Blackhall Road)

V. Analysis

Project Description

A2 Property Solutions, represented by Surender Sharma, proposes to subdivide the
subject property, located at the east side of Blackhall Road, south of Walt Stephens Road,
into four single family residential lots. These proposed residential lots range in size from
1.066 to 1.569 acres, totaling 4.849 acres.

Currently, the subject parcel has a current future land use designation of
Park/Recreation/Conservation, which is not compatible with the requested RR (Rural
Residential) zoning district. Therefore, the applicant has requested to change the future
land use designation from Park/Recreation/Conservation to Low Density Residential.
Page 49 of the 2024 Comprehensive Plan provides a list of compatible zoning districts
that are found in the requested future land use designation of Low Density Residential,
which includes the requested RR (Rural Residential) zoning district.

Staff Analysis

The applicant requests a Comprehensive Plan Amendment under the City of
Stockbridge Unified Development Code Section (Sec. 9.2.7):

ANALYSIS OF REQUEST

1. Consistency with the Comprehensive Plan.

Currently, the subject property has a current future land use designation of
Park/Recreation/Conservation, which is not compatible with the requested RR (Rural
Residential) zoning district. Therefore, the applicant has requested to change the future
land use designation from Park/Recreation/Conservation to Low Density Residential.
Page 49 of the 2024 Comprehensive Plan provides a list of compatible zoning districts
that are found in the requested future land use designation of Low Density Residential,
which includes the requested RR (Rural Residential) zoning district.

The City of Stockbridge 2024 Comprehensive Plan states that the future land use
designation of Low Density Residential are for properties that have a density range of
1 to 3.99 units per acre. Since the four lots have a total density of 1.21 units per acre,
it meets the required density range of the Low-Density Residential future land use
designation. In addition, the proposed single-family development meets the intent of
the Low-Density Residential future land use designation, which states on Page 49:

• “This designation is intended for typical, large lot residential subdivision
developments.”

CP-2024-08 For #013-01018000 (Blackhall Road)

Lastly, the proposed single-family development is consistent with the policy goals of
the 2024 Comprehensive Plan on pages 42-44 that are listed below:

To provide a variety of housing choices to suit the changing needs and
lifestyles of City residents. (Housing Goal)

Community
Goals and Provide a mixture of housing options to attract young professionals,
Policies singles, and small families. (Housing Policy)

(page 42-
44)
To establish land use designations that meet the needs of the City and
are consistent with the new UDC. (Future Land Use Goal)

2. Relation to the Zoning of the Property.

The applicant is requesting to rezone the subject property from SR (Suburban
Residential) to RR (Rural Residential). The requested RR (Rural Residential)
zoning district is compatible with the proposed Low Density Residential future land
use designation.

3. Suitability of the Site’s Location.

The subject property, located on the east side of Blackhall Road and south of Walt
Stephens Road, is suitable for residential development. The proposal to subdivide
the property into four single-family residential lots aligns with the 2024
Comprehensive Plan, which supports changing the land use from
Park/Recreation/Conservation to Low Density Residential. This transition allows for
the requested Rural Residential zoning district, making the site ideal for residential
use. Each lot, ranging from 1.066 to 1.569 acres, provides ample space for homes,
fitting well with the area's character and community needs.

4. Maintaining the Current Land Use Designation.

Keeping the current land use designation of Park/Recreation/Conservation for the
property on Blackhall Road and Walt Stephens Road has important benefits. It

10
CP-2024-08 For #013-01018000 (Blackhall Road)

preserves green space, offers recreational areas for the community, and protects
local wildlife habitats. This designation helps maintain the environmental balance
and beauty of the area, contributing to residents' well-being and aligning with long-
term conservation goals. Additionally, it prevents overdevelopment, preserving the
neighborhood's rural character and tranquility.

VI. STAFF RECOMMENDATION

This Staff Report has demonstrated that the requested Comprehensive Plan Amendment
via CP-2024-08 is consistent with the 2024 Comprehensive Plan in conjunction with the
requested rezoning of RZ-2024-09 to rezone the parcel from SR (Suburban Residential)
to RR (Rural Residential). Therefore, the Planning and Zoning staff recommends
APPROVAL.

11
REVISIONS
NO. DATE DESCRIPTION

SITE

GRID NORTH
CURVE DATA GA. WEST
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
C1 15189.57' 205.77' 205.77' N 30°29'54" E
C2 630.00' 186.69' 186.01' S 22°15'32" W
C3 15189.57' 55.59' 55.59' S 30°46'53" W c
SIBLEY-MILLER
C4 15189.57' 150.18' 150.18' S 30°23'36" W SURVEYING & PLANNING INC.
(ALL RIGHTS RESERVED)
PURSUANT TO THE AGREEMENT
BETWEEN SMSP AND THE PARTY
FOR WHICH THESE DOCUMENTS
HAVE BEEN PREPARED. THESE
DOCUMENTS AND ALL DATA, PLANS,
LEGEND SPECIFICATIONS, AND OTHER
INFORMATION CONTAINED HEREIN
LP = LIGHT POLE WOODEN POWER POLE ----- ARE THE SOLE AND EXCLUSIVE
PP = POWER POLE WOODEN POWER POLE ----- VICINITY MAP PROPERTY OF SMSP, AND MAY BE
POB = POINT OF BEGINNING EX. OVERHEAD POWER LINES E (NTS) USED ONLY IN CONNECTION WITH
THE PROJECT FOR WHICH THESE
D.B. = DEED BOOK EX. FENCE X
DOCUMENTS HAVE BEEN
P.B. = PLAT BOOK STORM PIPE--------------- PREPARED AND FOR NO OTHER
EX. WATER VALVE----- PURPOSES. ANY UNAUTHORIZED
PG. = PAGE
USE OF THESE DOCUMENTS
N/F = NOW OR FORMERLY FIRE HYDRANT --------- SHALL BE WITHOUT LIABILITY
EX. = EXISTING EX. ASPHALT ------------ TO SMSP AND SUBJECT TO
REASONABLE COMPENSATION
R/W = RIGHT OF WAY
PARCEL ID #013A0140011 B Y TH E U S E R A S D E T E RM I NE D
CTP = CRIMP TOP PIPE 12
N/F PETROS SPIVEY, INC. BY SMSP. ALL RIGHTS OF
13
OTP = OPEN TOP PIPE D.B. 5452, PG. 73 EASEMENT AS PER PARCEL ID #013A01028000 14 THIS DESIGN ARE RESERVED.
ZONE: SR D.B. 8936 PG. 271 N/F TROTTER PARCEL ID #013A01027000 1 10
IPS = IRON PIN SET (#4 REBAR)
D.B. 18093, PG. 56 N/F SHOTUYO PARCEL ID #013A01026000
CMP = CORRUGATED METAL PIPE PP PARCEL ID #013A01025000
MANDERLEY S/D UNIT 1I D.B. 18774, PG. 23 N/F WOODS PARCEL ID #013A01024001
RCP = REINFORCED CONCRETE PIPE D.B. 13053, PG. 229 N/F ZHU N/F MARTINO
GR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 13197, PG. 198
AT E ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 1510, PG. 1
E LP DETENTION MANDERLEY S/D UNIT 1I
X ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I
POND P.B. 12, PG. 250

P LANNING INC
ZONE: SR P.B. 10, PG. 69
E GW E X
ZONE: SR ZONE: SR
15"R E PP IPS GW X
LL
CP S 01°48'00" W 530.07' REBAR X
LL
APPROXIMATE LAND LOT LINE 25
IPS FOUND S 01°38'29" W 396.56' 8
E REBAR
PARCEL ID #013A01045000
E REBAR X X X
FOUND 496.97' X X
X IPS
FOUND 33.10' 166.77'
X X
ON LINE IPS
E C2 0.2' EAST REBAR 166.77' IPS 63.02' N/F LANE
FOUND X

R/W 40' S/B ON LINE D.B. 185361, PG. 5

SIBLEY - M ILLER
40' S/B 12
E MOUN.
MANDERLEY S/D UNIT 1
40' S/B
FOUND 1 POB
20 P.B. 9, PG. 269
E 1.066 ACRES 17" ' S/B LL LL
ZONE: SR
46,476 SQ.FT. W 24 9
217 20' S
EASEMENT AS PER .1 /B
E GW 2
D.B. 8936 PG. 271 °20' .78

S URVEYING &
75 '
DRAINAGE: PP WV N 70 1.006 ACRES S/B 309
E FH N 20' X
THE OWNER OF RECORD, ON BEHALF OF HIMSELF/HERSELF/ITSELF AND ALL 30 43,846 SQ.FT. W S/B
SUCCESSORS IN INTEREST, SPECIFICALLY RELEASE THE CITY OF STOCKBRIDGE
°44 20'
E '54 5"
FROM ANY AND ALL LIABILITY AND RESPONSIBILITY FOR FLOODING OR "E 6'3 09'
EROSION FROM STORM DRAINS OR FROM FLOODING FROM HIGH WATEROF 29 2°2 6'3 20' S/
E X
NATURAL CREEKS, RIVERS OR DRAINAGE FEATURES. DRAINAGE EASEMENTS
2.6
4' 3 5"
W B
ARE HEREBY ESTABLISHED FOR THE SOLE PURPOSE OF PROVIDING FOR E
N6
S/B
EMERGENCY PROTECTION OF THE FREE FLOW OF SURFACE OR STORM WATERS
1.206 ACRES 391

20' S/B
E R/W 75 20' X
ALONG ALL WATERCOURSES AS ESTABLISHED BY FINAL PLAT. THE CITY OF
STOCKBRIDGE MAY CONDUCT EMERGENCY MAINTENANCE OPERATIONS
MOUN. 'S
FOUND 52,565 SQ.FT. N6
WITHIN THIS EASEMENT, WHERE EMERGENCY CONDITIONS EXIST. EMERGENCY E
PARCEL ID #013A01044000
MAINTENANCE SHALL INCLUDE REMOVAL OF TREES AND OTHER DEBRIS, 2°2

N 88°47'30" W 484.15'
EXCAVATION, FILLING AND THE LIKE, NECESSARY TO REMEDY A CONDITION,
N/F KOCIENDA THE PURPOSE OF THIS SURVEY IS TO DIVIDE
WHICH IN THE JUDGEMENT OF THE CITY OF STOCKBRIDGE IS POTENTIALLY 4 PARCEL 013-01018000 INTO 4 PARCELS
C4 D.B. 16521, PG. 17
INJUROUS TO HEALTH, LIFE, PUBLIC PROPERTY, PUBLIC ROADS OR UTILITY

APPROXIMATE LAND LOT LINE
13
SYSTEMS. SUCH EMERGENCY MAINTENANCE, CONDUCTED FOR THE COMMON
GOOD, SHOULD NOT BE CONSTRUED AS CONSTITUTING A CONTINUING
E 1.569 ACRES MANDERLEY S/D UNIT 1 SURVEY ORDERED BY: JAY CAHUTAY
FIELDWORK COMPLETED ON: 9-04-2024
C1 18"CMP
MAINTENANCE OBLIGATION ON THE PART OF THE CITY OF STOCKBRIDGE. THE (DIRECTION 75 68,360 SQ.FT. X
P.B. 9, PG. 269 A SEARCH WAS MADE FOR NGS MONUMENTS
CITY RESERVES THE RIGHT TO SEEK REIMBURSEMENT FOR EXPENSES FROM THE PP 'S AND NONE WERE FOUND WITHIN 500' OF SITE.
E UNKNOWN) /B
OWNER (S) OF THE PROPERTY (IES) OF THE LAND THAT GENERATED THE IPS ZONE: SR
CONDITIONS REQUIRING THE EMERGENCY SERVICE. E C3
75 THIS PROPERTY IS ON THE COUNTY WATER SYSTEM.
'I THIS PROPERTY IS ON A PAVED COUNTY RIGHT OF WAY
BL M
PE

MINOR SUBDIVISION PLAT PLAT FOR:
E H 75 THIS PROPERTY IS NOT PART OF A PLATTED SUBDIVISION.
A D ITC 'S R

A2 PROPERTY SOLUTIONS, LLC
CK WV
C/L /B V
IO
THIS PROPERTY IS NOT IN A FLOOD PLAIN.
(HENRY FLOOD PANEL 69 OF 305)
~1 HAL 94 U
.65 50 S THIS PROPERTY IS NOT IN A WETLAND AREA. (PER HENRY COUNTY GIS)
'U SE
00' L E ' ND TB THIS PROPERTY IS NOT IN A WATERSHED PROTECTION AREA.
TO
R/W RO .00
OF THE
' IS
TU
CK THIS PROPERTY DOES HAVE BODIES OF WATER ON THE PROPERTY (LOT 4)

~ AD
50 IPS R
RO C/L 25 BE

TOTAL AREA = 4.849 ACRES
AD 'S D
TA BU
E T EW FF
30"CMP AT ER
FH E ER
N3 C/ BU
27 LC F
WV E 0°4 2.0 RE FE
5'5 0' EK R

CITY OF STOCKBRIDGE
PP 36
E 6 .64
UGFO
THIS SURVEY WAS COMPLETED USING A EGPS 20TL DUAL FREQUENCY
GPS BASE AND ROVER. ALL POINTS COLLECTED WITH GPS HAD A E
POSITIONAL TOLERANCE OF LESS THAN 0.03 RESIDUAL WITH 95%
CONFIDENCE LEVEL. E

LAND LOT 24, 12th. DISTRICT
PLAT E.O.C. 1: 195,211 REBAR GENERAL NOTES:
E FOUND
SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PARENT PARCEL ID: 013-01018000
PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE ON THE
GROUND BY ME OR UNDER MY SUPERVISION, AND THAT THE MONUMENTS E
OWNER: A2 PROPERTY SOLUTIONS, LLC
REFERENCED HEREON, EXIST AND THEIR SIZES, LOCATIONS AND
TOTAL AREA: 4.849 ACRES / 211,248 SQ. FT.

HENRY COUNTY, GEORGIA
CITY OF STOCKBRIDGE, GA. E
MATERIALS ARE CORRECTLY SHOWN. STATEMENT OF OWNER: CERTIFICATE OF ZONING DIRECTOR
THE UNDERSIGNED IS THE OWNER OF REFERENCES: D.B. 19325, PG. 2452-2453
RECORD OF THE PROPERTY, AND THE ENTIRE PARCEL IS CONTAINED WITHIN PP FILED/RECORDED: MARCH 21, 2024
FLOOD STATEMENT THE SUBJECT PLAT.
AS PER OFFICIAL FLOOD INSURANCE MAPS BY THE F.E.M.A. THIS PROPERTY ___________________________________ __________________ D.B. 8936, PG. 271 (SLOPE EASEMENT)
IS NOT LOCATED WITHIN A DESIGNATED FLOOD HAZARD AREA AS PER COMMUNITY DIRECTOR DATE D.B. 8936, PG. 275 (RIGHT-OF-WAY)
COMMUNITY PANEL NUMBER 13151C0069D DATED : OCTOBER 6, 2016 R/W BOOK 45, PG. 19A
CITY OF STOCKBRIGE/HENRY COUNTY MAP 69 OF 305 ___________________________________ __________________
OWNER DATE PURSUANT TO SECTION 11.2 OF THE UNIFIED DEVELOPMENT CODE, THIS CURRENT ZONING: SS (SUBURBAN RESIDENTIAL DISTRICT)
PLAT HAS BEEN APPROVED FOR RECORDING BY THE ZONING DIRECTOR OF
THE CITY OF STOCKBRIDGE IN ACCORDANCE WITH EXISTING RULES AND CITY OF STOCKBRIDGE
THIS PROPERTY IS SUBJECT TO ALL RIGHT OF WAYS AND EASEMENTS SHOWN REGULATIONS.
OR NOT SHOWN, RECORDED OR UNRECORDED. PROPOSED ZONING: RR (RURAL RESIDENTIAL DISTRICT)
THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT WHICH
COULD REVEAL ENCUMBRANCES NOT SHOWN. MINIMUM LOT AREA : 43,560 SQ.FT. (1 ACRE)
UTILITIES SHOWN ARE LOCATION VISIBLE AT TIME OF SURVEY. ADDITIONAL
CERTIFICATE OF SURVEYOR: (HAVING PUBLIC WATER AND SEPTIC)
IT IS HEREBY CERTIFIED THAT THS PLAT IS TRUE AND CORRECT AND WAS MINIMUM LOT WIDTH : 150'
UTILITIES MAY EXIST ABOVE OR BELOW GROUND. THE SURVEYOR ACCEPTS MINIMUM LOT FRONTAGE :100% OF LOT WIDTH
NO RESPONSIBILITY FOR THE COMPLETENESS OF THIS DATA. PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE BY ME OR
UNDER MY SUPERVISION; THAT ALL MONUMENTS SHOW HEREON ACTUALLY CITY OF STOCKBRIDGE, GA. 24 HR CONTACT: MINIMUM HEATED FLOOR AREA :
EXIST OR MARKED AS FUTURE, AND THEIR LOCATIONS, SIZE, TYPE AND CERTIFICATE OF FINAL APPROVAL JAY CAHUTAY 1,000 SQ.FT. (LOTS HAVING 1.25 ACRES OR LARGER)
MATERIAL ARE CORRECTLY SHOWN; AND THAT ALL ENGINEERING PHONE : (513) 463-5270 1,200 SQ. FT. (LOTS HAVING LESS THAN 1.25 ACRES)
SURVEYORS CERTIFICATION: REQUIREMENTS OF THE CITY OF STOCKBRIDGE AND ALL REQUIREMENTS
OF THE UNIFIED DEVELOPMENT CODE OF THE CITY OF STOCKBRIDGE,
surender@landsale4u.com MAXIMUM LOT COVERAGE : 30%
FRONT SETBACK : 75'
GEORGIA HAVE BEEN FULLY COMPLIED WITH. ___________________________________ __________________ REAR SETBACK : 40'
OWNER/DEVLOPER
CHAIR OF PLANNING COMMISSION DATE SIDE SETBACK : 20'
A2 PROPERTIES SOLUTIONS, LLC
As required by subsection (d) of O.C.G.A. Section 15-6-67, this plat has been prepared by a land surveyor and 9378 S. MASON MONTGOMERY RD. SEWER AS PER INDIVIDUAL SEPTIC SYSTEM.
approved by all applicable local jurisdictions for recording as evidenced by approval certificates, signatures, stamps, ___________________________________ __________________ SUITE 401 WATER AS PER HENRY COUNTY
BY: TIM L. MILLER
or statements hereon. Such approvals or affirmations should be confirmed with the appropriate governmental bodies DIRECTOR OF COMM DEV DATE MASON, OH 45040
REGISTERED GEORGIA LAND SURVEYOR NO.. 3150
by any purchaser or user of this plat as to intended use of any parcel. Furthermore, the undersigned land surveyor PROOF OF CITY OF STOCKBRIDGE OR HENRY COUNTY
certifies that this plat complies with the minimum technical standards for property surveys in Georgia as set forth in ADDRESS: 212 W. CAMPGROUND ROAD APPROVAL FOR WATER CONNECTION, SEWER CONNECTION
the rules and regulations of the Georgia Board of Registration for Professional Engineers and Land Surveyors and as McDONOUGH, GA. 30253 OR SEPTIC SYSTEM SHALL BE PROVIDED PRIOR TO
set forth in O.C.G.A. Section 15-6-67. PHONE: (770) 320-7555 ISSUANCE OF A BULDING PERMIT.

SURVEYOR: THERE ARE NO FULTON COUNTY GIS AVAILABLE IN PROJECT #: B24022
SIBLEY - MILLER SURVEYING & IN HENRY COUNTY NOR FOR THE CITY OF STOCKBRIDGE
PLANNING, INC.
212 WEST CAMPGROUND ROAD MINOR S/D PLAT
MCDONOUGH GA. 30253
770-320-7555
TIM MILLER
DRAWN BY: PWF
Tim L. Miller GA. RLS # 3150 Date: TLM/KB
CHECKED BY:
0' 60' 120' 180'
SCALE: 1" = 60'
DATE: 09/16/2024
GRAPHIC SCALE = FEET
SHEET: 1 OF 1
Surveyed Legal Description
Blackhall Road
Parcel 013-01018000

All that tract or parcel of land lying and being in Land Lot 24 of the 12th District, City of Stockbridge, Henry
County Georgia, and being more particularly described as follows:
Beginning at a rebar set at the common Land Lot corners of Land Lots 8, 9, 24 & 25 of said District,
Thence S 88°47'30" E along the Southerly line of Land Lot 24 a distance of 484.15' to a rebar found on the
Easterly right of way of Blackhall Rd. (100’ R/W);
Thence N 30°45'54" E along said right of way a distance of 366.69' to a point;
Thence with a curve turning to the left along said right of way, with an arc length of 205.77', with a radius of
15189.57', with a chord bearing of N 30°29'54" E, with a chord length of 205.77' to a rebar set;
Thence N 30°44'54" E along said right of way a distance of 292.64' to a point;
Thence with a curve turning to the left along said right of way, with an arc length of 186.69', with a radius of
630.00', with a chord bearing of N 22°15'32" E, with a chord length of 186.01' to a point;
Thence S 01°48'00" W leaving said right of way a distance of 530.07' to a rebar found;
Thence S 01°38'29" W a distance of 530.07' to the Point of Beginning;
Having An Area Of 211,247.6 Square Feet, 4.849 Acres
https://search.gsccca.org/Imaging/HTML5Viewer.aspx?id=85647058&key1=19325&key2=2452&county=75&countyname=HENRY&userid=124641&a… 1/2
https://search.gsccca.org/Imaging/HTML5Viewer.aspx?id=85647058&key1=19325&key2=2452&county=75&countyname=HENRY&userid=124641&a… 2/2
Taylor English Duma LLP 1600 Parkwood Circle, Suite 200, Atlanta, Georgia 30339
Main: 770.434.6868 Fax: 770.434.7376 taylorenglish.com

Steven L. Jones | Partner
Direct Dial: 678.336.7282
Cell Phone: 404.218.2756
E-mail: sjones@taylorenglish.com

November 21, 2024

VIA EMAIL: randerson@stockbridgega.org

City of Stockbridge, Georgia
Department of Community Development
Attn: Mr. Ryan Anderson
4602 North Henry Blvd.
Stockbridge, GA 30281
randerson@stockbridgega.org

Re: REZONING CASE #RZ-2024-09

Mr. Anderson:

Please accept this letter as notice that the above styled application is hereby withdrawn.
This withdrawn is being submitted prior to the announcement of any conditions by any council,
board, or commission.

Sincerely,

Steven L. Jones

Enclosures
cc: Applicant
Taylor English Duma LLP 1600 Parkwood Circle, Suite 200, Atlanta, Georgia 30339
Main: 770.434.6868 Fax: 770.434.7376 taylorenglish.com
Steven L. Jones | Partner
Direct Dial: 678.336.7282
Cell Phone: 404.218.2756
E-mail: sjones@taylorenglish.com

November 21, 2024

VIA EMAIL: randerson@stockbridgega.org

City of Stockbridge, Georgia
Department of Community Development
Attn: Mr. Ryan Anderson
4602 North Henry Blvd.
Stockbridge, GA 30281
randerson@stockbridgega.org

Re: COMPREHENSIVE PLAN AMENDMENT CASE #RZ-2024-08

Mr. Anderson:

Please accept this letter as notice that the above styled application is hereby withdrawn.
This withdrawn is being submitted prior to the announcement of any conditions by any council,
board, or commission.

Sincerely,

Steven L. Jones

Enclosures
cc: Applicant
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
REZONING CASE #RZ-2024-09. Consideration of a rezoning request to rezone the property from ‘RR’ (Rural
Residential) to ‘SR’ (Suburban Residential) to allow for the construction of single-family detached homes on four
separate lots (not in a subdivision). Property Owners: Joyce Kemper-Hager Living Trust and Joyce Kemper-Hager as
Trustee. Applicants: AP Property Solutions, LLC and Surender Sharma. Agent: Sibley-Miller Surveying and
Planning, Inc. Property size: 4.849 +/- acres.

BACKGROUND INFORMATION:
Staff recommendation—Approval. The applicant submitted a withdrawal letter on November 21, 2024.
Planning Commission action on November 21, 2024—Withdrawal.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
RZ-2024-09 FOR PARCEL #013-01018000 ON THE EAST SIDE OF BLACKHALL ROAD.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: APPROVAL.

Staff Signature

Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID 013-01018000 Class R Owner JOYCE KEMPER-HAGER Land $95,900
Property Acreage 7.1 Address LIVING TRUST Value:
Address JOYCE KEMPER-HAGER AS Building $0 Last 2 Sales
District City/Stockbridge TRUSTEE Value: Date Price Reason Qual
818 EAGLE DRIVE Misc $0 11/4/2019 $0 FAMLY/GIFT U
GRIFFIN GA 30223 Value: 1/1/1960 $0 n/a U
Total $95,900
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 11/7/2024
Last Data Uploaded: 11/7/2024 1:10:18 AM

Developed by
LEGEND
LP = LIGHT POLE WOODEN POWER POLE -----
PP = POWER POLE WOODEN POWER POLE -----
POB = POINT OF BEGINNING EX. OVERHEAD POWER LINES E

SURVEYING & PLANNING INC
D.B. = DEED BOOK EX. FENCE X

P.B. = PLAT BOOK STORM PIPE---------------
PG. = PAGE EX. WATER VALVE-----
N/F = NOW OR FORMERLY FIRE HYDRANT --------- CURVE DATA
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING GRID NORTH

S IBLEY - M ILLER
EX. = EXISTING EX. ASPHALT ------------ GA. WEST
C1 15189.57' 205.77' 205.77' N 30°29'54" E
R/W = RIGHT OF WAY
C2 630.00' 186.69' 186.01' S 22°15'32" W
CTP = CRIMP TOP PIPE
OTP = OPEN TOP PIPE
IPS = IRON PIN SET (#4 REBAR)
CMP = CORRUGATED METAL PIPE
RCP = REINFORCED CONCRETE PIPE

PARCEL ID #013A0140011
12
N/F PETROS SPIVEY, INC.
13
D.B. 5452, PG. 73 EASEMENT AS PER PARCEL ID #013A01028000 14
ZONE: SR D.B. 8936 PG. 271 N/F TROTTER PARCEL ID #013A01027000 1 10
D.B. 18093, PG. 56 N/F SHOTUYO PARCEL ID #013A01026000
PP PARCEL ID #013A01025000
MANDERLEY S/D UNIT 1I D.B. 18774, PG. 23 N/F WOODS PARCEL ID #013A01024001
D.B. 13053, PG. 229 N/F ZHU N/F MARTINO
GR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 13197, PG. 198
AT E ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 1510, PG. 1
E LP DETENTION MANDERLEY S/D UNIT 1I
X ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I
POND ZONE: SR P.B. 12, PG. 250 P.B. 10, PG. 69
E GW E X
ZONE: SR ZONE: SR
15"R E PP IPS GW X
LL
C P S 01°48'00" W 530.07' X
LL
APPROXIMATE LAND LOT LINE 25 8
E REBAR
S 01°38'29" W 396.56'
PARCEL ID #013A01045000
E REBAR X X X X X
FOUND FOUND REBAR
X X X IPS
ON LINE
E C2 0.2' EAST FOUND REBAR N/F LANE
FOUND X

A2 PROPERTY SOLUTIONS, LLC
R/W ON LINE D.B. 185361, PG. 5
40' S/B 12
E MOUN.
FOUND POB MANDERLEY S/D UNIT 1
P.B. 9, PG. 269
LL LL

BOUNDARY SURVEY FOR:
ZONE: SR

TOTAL AREA = 4.849 ACRES
24 9

E EASEMENT AS PER
GW
D.B. 8936 PG. 271

PP WV
E N3 X

10' S/B

CITY OF STOCKBRIDGE
0°4
4'5 4.849 ACRES
4" 211,248 SQ.FT.
E 29 X
THIS SURVEY WAS COMPLETED USING A EGPS 20TL DUAL FREQUENCY 2.6
GPS BASE AND ROVER. ALL POINTS COLLECTED WITH GPS HAD A POSITIONAL
TOLERANCE OF LESS THAN 0.03 RESIDUAL WITH 95% CONFIDENCE LEVEL.
PLAT E.O.C. 1: 195,211 R/W
E X

LAND LOT 24, 12th. DISTRICT
MOUN.

APPROXIMATE LAND LOT LINE
FOUND
SURVEYOR'S CERTIFICATION: E
PARCEL ID #013A01044000
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS 50'

N 88°47'30" W 484.15'
S/B
PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE ON THE E
N/F KOCIENDA
GROUND BY ME OR UNDER MY SUPERVISION, AND THAT THE MONUMENTS
D.B. 16521, PG. 17
REFERENCED HEREON, EXIST AND THEIR SIZES, LOCATIONS AND
13
MATERIALS ARE CORRECTLY SHOWN.
MANDERLEY S/D UNIT 1

HENRY COUNTY, GEORGIA
18"CMP
C1 (DIRECTION P.B. 9, PG. 269

FLOOD STATEMENT PP UNKNOWN)
AS PER OFFICIAL FLOOD INSURANCE MAPS BY THE F.E.M.A. THIS PROPERTY E ZONE: SR
IS NOT LOCATED WITHIN A DESIGNATED FLOOD HAZARD AREA AS PER
E 75
COMMUNITY PANEL NUMBER 13151C0069D DATED : OCTOBER 6, 2016 'I
HENRY COUNTY MAP 69 OF 305 BL M
PE
AC E
WV R
VI
K O
~1 HAL
E 50 S
THIS PROPERTY IS SUBJECT TO ALL RIGHT OF WAYS AND EASEMENTS SHOWN 'U SE
OR NOT SHOWN, RECORDED OR UNRECORDED. 00' L ND TB
R/W RO
IS A C
0' TU K
~ AD
THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT WHICH 50 RB
COULD REVEAL ENCUMBRANCES NOT SHOWN. .0 E
25 ED
GENERAL NOTES: 'S BU
UTILITIES SHOWN ARE LOCATION VISIBLE AT TIME OF SURVEY. ADDITIONAL E TA
TE FF
UTILITIES MAY EXIST ABOVE OR BELOW GROUND. THE SURVEYOR ACCEPTS PARCEL ID: 013-01018000 W E
30"CMP AT R
NO RESPONSIBILITY FOR THE COMPLETENESS OF THIS DATA. E ER
N3 C/ BU
OWNER: A2 PROPERTY SOLUTIONS, LLC LC FF
WV E 0°4 RE ER
5 '54 EK
SURVEYORS CERTIFICATION: TOTAL AREA: 4.849 ACRES / 211,248 SQ. FT. "E
36
REFERENCES: D.B. 19325, PG. 2452-2453 PP E 6.6
FILED/RECORDED: MARCH 21, 2024 UGFO
This plat is a retracement of an existing parcel or parcels of land and does not subdivide or create a new parcel E
or make any changes to any real property boundaries. The recording information of the documents, maps, plats,
D.B. 8936, PG. 271 (SLOPE EASEMENT)
or other instruments which created the parcel or parcels are stated hereon. RECORDATION OF THIS PLAT E
D.B. 8936, PG. 275 (RIGHT-OF-WAY)
DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE
R/W BOOK 45, PG. 19A
WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF E
THE LAND. Furthermore, the undersigned land surveyor certifies that this plat complies with the minimum REBAR
technical standards for property surveys in Georgia as set forth in the rules and regulations of the Georgia Board E FOUND
CITY OF STOCKBRIDGE
of Registration for Professional Engineers and Land Surveyors and as set forth in O.C.G.A. Section 15-6-67.
ZONED: SR (SURBURBAN RESIDENTIAL DISTRICT) PROJECT #: B24022
MINIMUM LOT AREA : 12,000 SQ.FT.
MINIMUM LOT WIDTH : 75' SURVEY ORDERED BY: JAY CAHUTAY E
BOUNDARY SURVEY
MINIMUM LOT FRONTAGE :100% OF LOT WIDTH FIELDWORK COMPLETED ON: 9-04-2024
MINIMUM HEATED FLOOR AREA : 1,500 SQ. FT. A SEARCH WAS MADE FOR NGS MONUMENTS
MAXIMUM LOT COVERAGE : 30% AND NONE WERE FOUND WITHIN 500' OF SITE.
PP DRAWN BY: PWF
FRONT SETBACK : 50' CHECKED BY: TLM/KB
Tim L. Miller GA. RLS # 3150 Date: REAR SETBACK : 40'
SIDE SETBACK : 10' 0' 60' 120' 180'
SCALE: 1" = 60'
SEWER AS PER INDIVIDUAL SEPTIC SYSTEM. DATE: 05/31/2024
WATER AS PER HENRY COUNTY
GRAPHIC SCALE = FEET
SHEET: 1 OF 1
Surveyed Legal Description
Blackhall Road
Parcel 013-01018000

All that tract or parcel of land lying and being in Land Lot 24 of the 12th District, City of Stockbridge, Henry
County Georgia, and being more particularly described as follows:
Beginning at a rebar set at the common Land Lot corners of Land Lots 8, 9, 24 & 25 of said District,
Thence S 88°47'30" E along the Southerly line of Land Lot 24 a distance of 484.15' to a rebar found on the
Easterly right of way of Blackhall Rd. (100’ R/W);
Thence N 30°45'54" E along said right of way a distance of 366.69' to a point;
Thence with a curve turning to the left along said right of way, with an arc length of 205.77', with a radius of
15189.57', with a chord bearing of N 30°29'54" E, with a chord length of 205.77' to a rebar set;
Thence N 30°44'54" E along said right of way a distance of 292.64' to a point;
Thence with a curve turning to the left along said right of way, with an arc length of 186.69', with a radius of
630.00', with a chord bearing of N 22°15'32" E, with a chord length of 186.01' to a point;
Thence S 01°48'00" W leaving said right of way a distance of 530.07' to a rebar found;
Thence S 01°38'29" W a distance of 530.07' to the Point of Beginning;
Having An Area Of 211,247.6 Square Feet, 4.849 Acres
https://search.gsccca.org/Imaging/HTML5Viewer.aspx?id=85647058&key1=19325&key2=2452&county=75&countyname=HENRY&userid=124641&a… 1/2
https://search.gsccca.org/Imaging/HTML5Viewer.aspx?id=85647058&key1=19325&key2=2452&county=75&countyname=HENRY&userid=124641&a… 2/2
REVISIONS
NO. DATE DESCRIPTION

SITE

GRID NORTH
CURVE DATA GA. WEST
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
C1 15189.57' 205.77' 205.77' N 30°29'54" E
C2 630.00' 186.69' 186.01' S 22°15'32" W
C3 15189.57' 55.59' 55.59' S 30°46'53" W c
SIBLEY-MILLER
C4 15189.57' 150.18' 150.18' S 30°23'36" W SURVEYING & PLANNING INC.
(ALL RIGHTS RESERVED)
PURSUANT TO THE AGREEMENT
BETWEEN SMSP AND THE PARTY
FOR WHICH THESE DOCUMENTS
HAVE BEEN PREPARED. THESE
DOCUMENTS AND ALL DATA, PLANS,
LEGEND SPECIFICATIONS, AND OTHER
INFORMATION CONTAINED HEREIN
LP = LIGHT POLE WOODEN POWER POLE ----- ARE THE SOLE AND EXCLUSIVE
PP = POWER POLE WOODEN POWER POLE ----- VICINITY MAP PROPERTY OF SMSP, AND MAY BE
POB = POINT OF BEGINNING EX. OVERHEAD POWER LINES E (NTS) USED ONLY IN CONNECTION WITH
THE PROJECT FOR WHICH THESE
D.B. = DEED BOOK EX. FENCE X
DOCUMENTS HAVE BEEN
P.B. = PLAT BOOK STORM PIPE--------------- PREPARED AND FOR NO OTHER
EX. WATER VALVE----- PURPOSES. ANY UNAUTHORIZED
PG. = PAGE
USE OF THESE DOCUMENTS
N/F = NOW OR FORMERLY FIRE HYDRANT --------- SHALL BE WITHOUT LIABILITY
EX. = EXISTING EX. ASPHALT ------------ TO SMSP AND SUBJECT TO
REASONABLE COMPENSATION
R/W = RIGHT OF WAY
PARCEL ID #013A0140011 B Y TH E U S E R A S D E T E RM I NE D
CTP = CRIMP TOP PIPE 12
N/F PETROS SPIVEY, INC. BY SMSP. ALL RIGHTS OF
13
OTP = OPEN TOP PIPE D.B. 5452, PG. 73 EASEMENT AS PER PARCEL ID #013A01028000 14 THIS DESIGN ARE RESERVED.
ZONE: SR D.B. 8936 PG. 271 N/F TROTTER PARCEL ID #013A01027000 1 10
IPS = IRON PIN SET (#4 REBAR)
D.B. 18093, PG. 56 N/F SHOTUYO PARCEL ID #013A01026000
CMP = CORRUGATED METAL PIPE PP PARCEL ID #013A01025000
MANDERLEY S/D UNIT 1I D.B. 18774, PG. 23 N/F WOODS PARCEL ID #013A01024001
RCP = REINFORCED CONCRETE PIPE D.B. 13053, PG. 229 N/F ZHU N/F MARTINO
GR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 13197, PG. 198
AT E ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I D.B. 1510, PG. 1
E LP DETENTION MANDERLEY S/D UNIT 1I
X ZONE: SR P.B. 12, PG. 250 MANDERLEY S/D UNIT 1I
POND P.B. 12, PG. 250

P LANNING INC
ZONE: SR P.B. 10, PG. 69
E GW E X
ZONE: SR ZONE: SR
15"R E PP IPS GW X
LL
CP S 01°48'00" W 530.07' REBAR X
LL
APPROXIMATE LAND LOT LINE 25
IPS FOUND S 01°38'29" W 396.56' 8
E REBAR
PARCEL ID #013A01045000
E REBAR X X X
FOUND 496.97' X X
X IPS
FOUND 33.10' 166.77'
X X
ON LINE IPS
E C2 0.2' EAST REBAR 166.77' IPS 63.02' N/F LANE
FOUND X

R/W 40' S/B ON LINE D.B. 185361, PG. 5

SIBLEY - M ILLER
40' S/B 12
E MOUN.
MANDERLEY S/D UNIT 1
40' S/B
FOUND 1 POB
20 P.B. 9, PG. 269
E 1.066 ACRES 17" ' S/B LL LL
ZONE: SR
46,476 SQ.FT. W 24 9
217 20' S
EASEMENT AS PER .1 /B
E GW 2
D.B. 8936 PG. 271 °20' .78

S URVEYING &
75 '
DRAINAGE: PP WV N 70 1.006 ACRES S/B 309
E FH N 20' X
THE OWNER OF RECORD, ON BEHALF OF HIMSELF/HERSELF/ITSELF AND ALL 30 43,846 SQ.FT. W S/B
SUCCESSORS IN INTEREST, SPECIFICALLY RELEASE THE CITY OF STOCKBRIDGE
°44 20'
E '54 5"
FROM ANY AND ALL LIABILITY AND RESPONSIBILITY FOR FLOODING OR "E 6'3 09'
EROSION FROM STORM DRAINS OR FROM FLOODING FROM HIGH WATEROF 29 2°2 6'3 20' S/
E X
NATURAL CREEKS, RIVERS OR DRAINAGE FEATURES. DRAINAGE EASEMENTS
2.6
4' 3 5"
W B
ARE HEREBY ESTABLISHED FOR THE SOLE PURPOSE OF PROVIDING FOR E
N6
S/B
EMERGENCY PROTECTION OF THE FREE FLOW OF SURFACE OR STORM WATERS
1.206 ACRES 391

20' S/B
E R/W 75 20' X
ALONG ALL WATERCOURSES AS ESTABLISHED BY FINAL PLAT. THE CITY OF
STOCKBRIDGE MAY CONDUCT EMERGENCY MAINTENANCE OPERATIONS
MOUN. 'S
FOUND 52,565 SQ.FT. N6
WITHIN THIS EASEMENT, WHERE EMERGENCY CONDITIONS EXIST. EMERGENCY E
PARCEL ID #013A01044000
MAINTENANCE SHALL INCLUDE REMOVAL OF TREES AND OTHER DEBRIS, 2°2

N 88°47'30" W 484.15'
EXCAVATION, FILLING AND THE LIKE, NECESSARY TO REMEDY A CONDITION,
N/F KOCIENDA THE PURPOSE OF THIS SURVEY IS TO DIVIDE
WHICH IN THE JUDGEMENT OF THE CITY OF STOCKBRIDGE IS POTENTIALLY 4 PARCEL 013-01018000 INTO 4 PARCELS
C4 D.B. 16521, PG. 17
INJUROUS TO HEALTH, LIFE, PUBLIC PROPERTY, PUBLIC ROADS OR UTILITY

APPROXIMATE LAND LOT LINE
13
SYSTEMS. SUCH EMERGENCY MAINTENANCE, CONDUCTED FOR THE COMMON
GOOD, SHOULD NOT BE CONSTRUED AS CONSTITUTING A CONTINUING
E 1.569 ACRES MANDERLEY S/D UNIT 1 SURVEY ORDERED BY: JAY CAHUTAY
FIELDWORK COMPLETED ON: 9-04-2024
C1 18"CMP
MAINTENANCE OBLIGATION ON THE PART OF THE CITY OF STOCKBRIDGE. THE (DIRECTION 75 68,360 SQ.FT. X
P.B. 9, PG. 269 A SEARCH WAS MADE FOR NGS MONUMENTS
CITY RESERVES THE RIGHT TO SEEK REIMBURSEMENT FOR EXPENSES FROM THE PP 'S AND NONE WERE FOUND WITHIN 500' OF SITE.
E UNKNOWN) /B
OWNER (S) OF THE PROPERTY (IES) OF THE LAND THAT GENERATED THE IPS ZONE: SR
CONDITIONS REQUIRING THE EMERGENCY SERVICE. E C3
75 THIS PROPERTY IS ON THE COUNTY WATER SYSTEM.
'I THIS PROPERTY IS ON A PAVED COUNTY RIGHT OF WAY
BL M
PE

MINOR SUBDIVISION PLAT PLAT FOR:
E H 75 THIS PROPERTY IS NOT PART OF A PLATTED SUBDIVISION.
A D ITC 'S R

A2 PROPERTY SOLUTIONS, LLC
CK WV
C/L /B V
IO
THIS PROPERTY IS NOT IN A FLOOD PLAIN.
(HENRY FLOOD PANEL 69 OF 305)
~1 HAL 94 U
.65 50 S THIS PROPERTY IS NOT IN A WETLAND AREA. (PER HENRY COUNTY GIS)
'U SE
00' L E ' ND TB THIS PROPERTY IS NOT IN A WATERSHED PROTECTION AREA.
TO
R/W RO .00
OF THE
' IS
TU
CK THIS PROPERTY DOES HAVE BODIES OF WATER ON THE PROPERTY (LOT 4)

~ AD
50 IPS R
RO C/L 25 BE

TOTAL AREA = 4.849 ACRES
AD 'S D
TA BU
E T EW FF
30"CMP AT ER
FH E ER
N3 C/ BU
27 LC F
WV E 0°4 2.0 RE FE
5'5 0' EK R

CITY OF STOCKBRIDGE
PP 36
E 6 .64
UGFO
THIS SURVEY WAS COMPLETED USING A EGPS 20TL DUAL FREQUENCY
GPS BASE AND ROVER. ALL POINTS COLLECTED WITH GPS HAD A E
POSITIONAL TOLERANCE OF LESS THAN 0.03 RESIDUAL WITH 95%
CONFIDENCE LEVEL. E

LAND LOT 24, 12th. DISTRICT
PLAT E.O.C. 1: 195,211 REBAR GENERAL NOTES:
E FOUND
SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PARENT PARCEL ID: 013-01018000
PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE ON THE
GROUND BY ME OR UNDER MY SUPERVISION, AND THAT THE MONUMENTS E
OWNER: A2 PROPERTY SOLUTIONS, LLC
REFERENCED HEREON, EXIST AND THEIR SIZES, LOCATIONS AND
TOTAL AREA: 4.849 ACRES / 211,248 SQ. FT.

HENRY COUNTY, GEORGIA
CITY OF STOCKBRIDGE, GA. E
MATERIALS ARE CORRECTLY SHOWN. STATEMENT OF OWNER: CERTIFICATE OF ZONING DIRECTOR
THE UNDERSIGNED IS THE OWNER OF REFERENCES: D.B. 19325, PG. 2452-2453
RECORD OF THE PROPERTY, AND THE ENTIRE PARCEL IS CONTAINED WITHIN PP FILED/RECORDED: MARCH 21, 2024
FLOOD STATEMENT THE SUBJECT PLAT.
AS PER OFFICIAL FLOOD INSURANCE MAPS BY THE F.E.M.A. THIS PROPERTY ___________________________________ __________________ D.B. 8936, PG. 271 (SLOPE EASEMENT)
IS NOT LOCATED WITHIN A DESIGNATED FLOOD HAZARD AREA AS PER COMMUNITY DIRECTOR DATE D.B. 8936, PG. 275 (RIGHT-OF-WAY)
COMMUNITY PANEL NUMBER 13151C0069D DATED : OCTOBER 6, 2016 R/W BOOK 45, PG. 19A
CITY OF STOCKBRIGE/HENRY COUNTY MAP 69 OF 305 ___________________________________ __________________
OWNER DATE PURSUANT TO SECTION 11.2 OF THE UNIFIED DEVELOPMENT CODE, THIS CURRENT ZONING: SS (SUBURBAN RESIDENTIAL DISTRICT)
PLAT HAS BEEN APPROVED FOR RECORDING BY THE ZONING DIRECTOR OF
THE CITY OF STOCKBRIDGE IN ACCORDANCE WITH EXISTING RULES AND CITY OF STOCKBRIDGE
THIS PROPERTY IS SUBJECT TO ALL RIGHT OF WAYS AND EASEMENTS SHOWN REGULATIONS.
OR NOT SHOWN, RECORDED OR UNRECORDED. PROPOSED ZONING: RR (RURAL RESIDENTIAL DISTRICT)
THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT WHICH
COULD REVEAL ENCUMBRANCES NOT SHOWN. MINIMUM LOT AREA : 43,560 SQ.FT. (1 ACRE)
UTILITIES SHOWN ARE LOCATION VISIBLE AT TIME OF SURVEY. ADDITIONAL
CERTIFICATE OF SURVEYOR: (HAVING PUBLIC WATER AND SEPTIC)
IT IS HEREBY CERTIFIED THAT THS PLAT IS TRUE AND CORRECT AND WAS MINIMUM LOT WIDTH : 150'
UTILITIES MAY EXIST ABOVE OR BELOW GROUND. THE SURVEYOR ACCEPTS MINIMUM LOT FRONTAGE :100% OF LOT WIDTH
NO RESPONSIBILITY FOR THE COMPLETENESS OF THIS DATA. PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE BY ME OR
UNDER MY SUPERVISION; THAT ALL MONUMENTS SHOW HEREON ACTUALLY CITY OF STOCKBRIDGE, GA. 24 HR CONTACT: MINIMUM HEATED FLOOR AREA :
EXIST OR MARKED AS FUTURE, AND THEIR LOCATIONS, SIZE, TYPE AND CERTIFICATE OF FINAL APPROVAL JAY CAHUTAY 1,000 SQ.FT. (LOTS HAVING 1.25 ACRES OR LARGER)
MATERIAL ARE CORRECTLY SHOWN; AND THAT ALL ENGINEERING PHONE : (513) 463-5270 1,200 SQ. FT. (LOTS HAVING LESS THAN 1.25 ACRES)
SURVEYORS CERTIFICATION: REQUIREMENTS OF THE CITY OF STOCKBRIDGE AND ALL REQUIREMENTS
OF THE UNIFIED DEVELOPMENT CODE OF THE CITY OF STOCKBRIDGE,
surender@landsale4u.com MAXIMUM LOT COVERAGE : 30%
FRONT SETBACK : 75'
GEORGIA HAVE BEEN FULLY COMPLIED WITH. ___________________________________ __________________ REAR SETBACK : 40'
OWNER/DEVLOPER
CHAIR OF PLANNING COMMISSION DATE SIDE SETBACK : 20'
A2 PROPERTIES SOLUTIONS, LLC
As required by subsection (d) of O.C.G.A. Section 15-6-67, this plat has been prepared by a land surveyor and 9378 S. MASON MONTGOMERY RD. SEWER AS PER INDIVIDUAL SEPTIC SYSTEM.
approved by all applicable local jurisdictions for recording as evidenced by approval certificates, signatures, stamps, ___________________________________ __________________ SUITE 401 WATER AS PER HENRY COUNTY
BY: TIM L. MILLER
or statements hereon. Such approvals or affirmations should be confirmed with the appropriate governmental bodies DIRECTOR OF COMM DEV DATE MASON, OH 45040
REGISTERED GEORGIA LAND SURVEYOR NO.. 3150
by any purchaser or user of this plat as to intended use of any parcel. Furthermore, the undersigned land surveyor PROOF OF CITY OF STOCKBRIDGE OR HENRY COUNTY
certifies that this plat complies with the minimum technical standards for property surveys in Georgia as set forth in ADDRESS: 212 W. CAMPGROUND ROAD APPROVAL FOR WATER CONNECTION, SEWER CONNECTION
the rules and regulations of the Georgia Board of Registration for Professional Engineers and Land Surveyors and as McDONOUGH, GA. 30253 OR SEPTIC SYSTEM SHALL BE PROVIDED PRIOR TO
set forth in O.C.G.A. Section 15-6-67. PHONE: (770) 320-7555 ISSUANCE OF A BULDING PERMIT.

SURVEYOR: THERE ARE NO FULTON COUNTY GIS AVAILABLE IN PROJECT #: B24022
SIBLEY - MILLER SURVEYING & IN HENRY COUNTY NOR FOR THE CITY OF STOCKBRIDGE
PLANNING, INC.
212 WEST CAMPGROUND ROAD MINOR S/D PLAT
MCDONOUGH GA. 30253
770-320-7555
TIM MILLER
DRAWN BY: PWF
Tim L. Miller GA. RLS # 3150 Date: TLM/KB
CHECKED BY:
0' 60' 120' 180'
SCALE: 1" = 60'
DATE: 09/16/2024
GRAPHIC SCALE = FEET
SHEET: 1 OF 1
Rezoning Application
City of Stockbridge, Georgia

THANK YOU FOR YOUR INTEREST IN THE CITY OF STOCKBRIDGE, GEORGIA. THIS
PACKET INCLUDES THE NECESSARY DOCUMENTS THAT ARE NEEDED FOR REZONING
APPLICATIONS TO BE HEARD BY THE CITY OF STOCKBRIDGE PLANNING COMMISSION.

PLEASE NOTE: ALL FEES ARE NON-REFUNDABLE, THERE ARE NO EXCEPTIONS.

ALL APPLICANTS ARE REQUIRED TO SCHEDULE AND ATTEND A PRE-AP PUCA TION
MEETTNG WrTH THE CITY OF STOCKBRIDGE PLANNING AND ZONING DIVISION OF THE
COMMUNITY DEVELOPMENT DEPARTMENT. PLEASE CALL THE OFFICE AT (770) 389-7900
TO SCHEDULE AN APPOINTMENT.

No PRE-APPLICATION MEETING WILL BE CONDUCTED WITHOUT AN APPOINTMENT.

SIIOULD YOU NEED FURTHER ASSISTANCE, PLEASE FEEL FREE TO CONTACT THE
PLANNTNG AND ZONING DIVISION OFFICE BETWEEN 8:00 AM AND 5:00 PM,
MONDAY THROUGH FRIDAY,
AT (770) 389-7900.

MEETING LOCATIONS-ALL PLANNING COMMISSION MEETTNGS WILL BE HELD
VIRTUALLY (BY ZOOM) UNTIL FURTHER NOTICE.

[Fonn revised on 1/19/22.J
City of Stockbridge Community Development Oepartment--4602 North Henry Blvd.; Stockbridge, GA 30281 770-389-7900
Karmon

From: fritz jacques <fritz.jacques@hcwa.com>
Sent: Thursday, June 27, 2024 12:40 PM
To: Karmon
Cc: allan branan
Subject: FW: Question (Blackhall Rd) Parcel No. 013-01018000
Attachments: B24022 Division Survey (18x24) 5 Lots Blackhall Rd COS.pdf

Karmon,

Please be advised that the lots noted on the attached final plat will be served by public water service provided
by Henry County Water Authority upon purchase of meter(s) and payment of water impact fees. Public sewer
is not available.

Regards,

Fritz Jacques | Engineering Supervisor
Henry County Water Authority
100 Westridge Industrial Blvd. | McDonough, GA 30253
P: 678-583-3824

From: allan branan <allan.branan@hcwa.com>
Sent: Thursday, June 27, 2024 10:59 AM
To: fritz jacques <fritz.jacques@hcwa.com>
Subject: FW: Question (Blackhall Rd)

See a ached

Allan Branan | Construction / Inspections Manager
Henry County Water Authority
100 Westridge Industrial Blvd. | McDonough, GA 30253
P: 678.583.3842

From: Karmon <karmon@sibleysurveying.com>
Sent: Thursday, June 27, 2024 10:49 AM
To: allan branan <allan.branan@hcwa.com>
Subject: RE: Question (Blackhall Rd)

This message came from outside of HCWA. Be wary of any attachments or links.

Here you go

Sibley-Miller Surveying & Planning, Inc.
Land Surveyors and Planners
GA R.LS NC P.L.S TN P.L.S Telephone: (770) 320-7555
Facsimile: (770) 320-7333
P.O. Box 2511, McDonough, GA 30253
www.sibleysurveying.com

Date: October 3, 2024

Project: Blackhall Rd 4.849 acres City of Stockbridge Parcel # 013-01018000

To: The City of Stockbridge, Community Development Dept.
4640 North Henry Blvd, Second Floor, Stockbridge GA 30281
678-833-3340

LETTER OF INTENT

It is the intent of the property owner, A2 Property Solutions LLC (Surender Sharma), to divide
the above parcel into 4 single family residential lots. Sewer service isn’t available anywhere near
the property. The property is currently zoned SR. In order to accomplish the division so the
property owner can sell these lots, the property needs to be rezoned to RR to be able to utilize
septic systems. Also, the current Comprehensive Land Use is Recreation/Conservation & needs
to be amended to Low Density Residential, which would match all surrounding properties. We
respectfully ask the City of Stockbridge (Community Development Dept. &/or Mayor &
Council) to approve these requests for rezoning & amendment of Comprehensive Land Use
designation.

Tim L Miller, Ga. RLS #3150

WE APPRECIATE YOUR BUSINESS
LAND SURVEYING LAND PLANNING ALTA SURVEY CIVIL ENGINEERING
COMMERCIAL DESIGN FEMA ELEVATION/LOMA CERTIFICATE RE-ZONING/SITE PLANS
TOPOGRAPHIC SURVEY CONSTRUCTION STAKING
If you have any questions, please contact me at tim@sibleysurveying.com or 770-320-7555.
TO: Planning Commission; Mayor and Council

FROM: Gordon Linton, Senior Planner

CC: R. Ryan Anderson, Community Development Director
Keedra Jackson, Chief Planner

DATE: November 21, 2024 (Planning Commission)

December 9, 2024 (Mayor and Council)

Subject: #RZ-2024-09 For #013-01018000 (Blackhall Road)

I. Purpose

Consider a rezoning request by AP Property Solutions, LLC and Surender Sharma to rezone a
parcel that is located on the on the east side of Blackhall Road, south of Walt Stephens Road,
from SR (Suburban Residential) to RR (Rural Residential) to allow for the division of the property
into separate lots for single-family detached residential development.

The applicant also simultaneously submitted a Comprehensive Plan Amendment (CP-2024-08)
to change the future land use designation of the parcel from Park/Recreation/Conservation to
Low-Density Residential.

II. Project Information

Proposed Development Single-family detached residential development

Site Address The subject property is located on the east side of
Blackhall Road which is south of Walt Stephens Road.

Parcel Identification 013-01018000
#RZ-2024-09 For #013-01018000 (Blackhall Road)

Parcel Acreage 4.849

Applicants AP Property Solutions, LLC and Surender Sharma

Agent: Sibley-Miller Surveying and Planning, Inc.

Owner: Joyce Kemper-Hager Living Trust and Joyce Kemper-
Hager as Trustee

Current Zoning: SR (Suburban Residential)

Current Use: The subject property is currently vacant and is heavily
wooded.

SURROUNDING LAND USE AND ZONING

Location Current Zoning Current Land Use

C-1 (Neighborhood Commercial) BP (Gas station)
Property to the North
C-1 (Neighborhood Commercial) Spivey Plaza (Shopping Center)

C-1 (Neighborhood Commercial) Ingles
PUD (Planned Unit Development)
Legends at Lake Spivey

Property to the South SR (Suburban Residential) Manderley Subdivision

R-1 (Single-Family Residence) Lost Valley on Lake Spivey
Property to the East Henry County (Subdivision)

PUD (Planned Unit

2|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

Development)

Property to the West SR (Suburban Residential) Manderley Subdivision

III. Finding of Facts

1. The subject property is surrounded by the following zoning districts: C-1 (Neighborhood
Commercial), SR (Suburban Residential) and , R-1 (Single-Family Residence) - Henry
County.

2. The applicant submitted a Comprehensive Plan Amendment (CP-2024-08) to change the
current future land use designation from Park/Recreation/Conservation to Low-Density
Residential.

3. The applicant submitted a subdivision plat to divide the subject property into four
residential lots.

3|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

IV. Maps, Site Plan, and Renderings

Vicinity Map

4|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

Aerial
Maps, Site Plan, and Photo with Site Plan
Renderings

5|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

Survey of Subject Property

6|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

Plat Showing the Division of the Proposed Residential Lots at
Blackhall Road

7|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

Joint Zoning Map of #013-01018000 (Blackhall Road)

8|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

V. Analysis

Project Description

A2 Property Solutions, represented by Surender Sharma, proposes to subdivide the subject
property, located at the east side of Blackhall Road, south of Walt Stephens Road, into four single
family residential lots. These proposed residential lots range in size from 1.066 to 1.569 acres,
totaling 4.849 acres. Currently, sewer service is not available for the proposed residential lots to
utilize. The current zoning of the subject property is SR (Suburban Residential), which does not
allow the usage of septic systems. Therefore, the applicant is requesting to rezone the subject
property from SR (Suburban Residential) to RR (Rural Residential). Section 2.4.1 of the
Stockbridge Unified Development Code provides a list of permitted uses which includes single-
family residences. The proposed lot sizes meet the minimum lot area requirement of 1 acre for
properties using septic systems in this district.
Staff Analysis

The applicant requests a Rezoning under the City of Stockbridge Unified Development Code
Section (Sec. 9.2.1 C):

The Planning Commission and the City Council shall consider the following standards in
considering any proposal that would result in a change to the text or map of this UDC, giving due
weight or priority to those factors that are appropriate to the circumstances of each proposal.

ANALYSIS OF REQUEST

1. Consistency with the Comprehensive Plan.

Currently, the subject property has a future land use designation of Parks/Recreation/Conservation
which is not compatible with the requested RR (Rural Residential) zoning district. Therefore, the
applicant is requesting to change the current future land use designation from
Parks/Recreation/Conservation to Low-Density Residential.

Page 49 of the 2024 Comprehensive Plan provides a list of zoning districts that are compatible
with the requested Low-Density Residential future land use designation, which includes the
proposed RR (Rural Residential) zoning district. The proposed density of 1.21 units per acre meets
the required range of the requested future land use designation of Low-Density Residential which
is 1 to 3.99 units per acre.

The proposed single-family detached residential development meet the intent of the requested
future land use designation of the Low-Density Residential future land use designation, which
states that it is “intended for typical, large lot residential subdivision developments.”

9|Page
#RZ-2024-09 For #013-01018000 (Blackhall Road)

2. The relation that the proposed rezoning amendment bears to the purpose of the overall
zoning scheme with due consideration given to whether or not the proposed change
will help carry out the purposes of the City of Stockbridge Zoning Code.

The proposed single-family residential development meets the intent and purpose of the
Stockbridge Unified Development Code. The proposed RR zoning district encourages low-density
development which results in less traffic, which can contribute to safer road conditions on Blackhall
Road. Since the proposed subject property is not located within a designated flood hazard area, it
secures safely for the incoming residents. The proposed single-family residential development
meets the intent and purpose of the RR zoning district since it will preserve both the mixed
agricultural and residential character of the land.

3. Potential positive effects of the rezoning amendment on the character of the proposed
zoning district, a particular piece of property, neighborhood, a particular area, or
community.

The requested rezoning of the subject property from SR (Suburban Residential) to RR (Rural
Residential) will influence the vicinity of the area in various ways. First, the proposed residential
lots will create a transition between the commercial areas located to the north (BP Gas station,
Spivey Plaza, Ingles) and the surrounding residential neighborhoods (Manderley Subdivision and
Lost Valley on Lake Spivey). The development of the proposed residential lots will improve the
overall visual appeal of the surrounding area making it attractive for residents.

4. The physical conditions of the site relative to its capability to be developed as
requested, including topography, drainage, access, and size and shape of the property.

The subject property which comprises of 4.849 acres is well suited for development due to the flat
topography. The drainage is managed through the easement and a detention pond. The site has
access from Blackhall Road, which is a paved county right-of-way. The subject property is divided
into four lots, each meeting the minimum area requirements for the requested RR zoning district.
Of the four lots, Lot 4 is the largest lot with 1.569 acres. However, Lot 4 is located near a creek
and includes a 25-foot buffer and a 50-foot undisturbed buffer that will be used to protect the creek
and to manage the drainage. Therefore, Lot 4 requires careful planning but do not significantly
impede the development potential.

5. The impact upon adjacent property owners should the request be granted.

The subject property is surrounded by both commercial and residential areas. It is bordered to the
north by commercial establishments such as the BP Gas station, Spivey Plaza shopping center,
and Ingle’s supermarket. This proximity to commercial areas will provide future residents with easy
access to shopping, dining, and other services. The proposed single-family development is
adjacent to residential neighborhoods, including the Manderley Subdivision and Lost Valley on
Lake Spivey, offering a balance of community and convenience. According to the Georgia
Department of Transportation Traffic Data Counts, the average daily traffic count on Blackhall
Road was 8,650 in 2023. Therefore, the proposed development is unlikely to significantly increase
traffic congestion in the area due to the already low traffic volume.

10 | P a g e
#RZ-2024-09 For #013-01018000 (Blackhall Road)

6. The potential impact of the rezoning on City infrastructure including water and sewage
system.

A letter that was issued by the Henry County Water Authority on June 27, 2024, states that the lots
will be served by public water. However, this will require the applicant to purchase the meters and
payment of the water impact fees. Public sewer is not available for the subject property so the
proposed single-family development will rely on the individual septic systems. To accommodate
this, the applicant requested to rezone the subject property from SR (Suburban Residential) to RR
(Rural Residential), which is critical for facilitating the division and sale of the proposed lots.

7. The impact of the proposed amendment on adjacent thoroughfares and pedestrian and
vehicular circulation and traffic volumes.

The proposed single-family development is anticipated to have a minimal impact on the adjacent
thoroughfares and traffic volumes. According to the Georgia Department of Transportation,
Blackhall currently experiences a low traffic count of 8,650 vehicles per day. The development will
utilize the existing access points from Blackhall Road. The proximity to the commercial areas such
as the BP gas station, the Spivey Plaza shopping center, and the Ingles supermarket will provide
convenient access for future residents, encouraging pedestrian movement and reducing the need
for long vehicular trips. Enhancing the pedestrian infrastructure along Blackhall Road will improve
both the safety and connectivity.

8. The merits of the requested change in zoning relative to any other guidelines and
policies for development, which the Planning Commission and City Council may use in
furthering the objective of the comprehensive plan.

The applicant’s request to rezone the subject properties from SR (Suburban Residential) to RR
(Rural Residential) aligns with the overall intent of the Stockbridge Unified Development Code. The
proposed change supports lower density, large lot residential development, which is consistent
with the overall goal of the 2024 Comprehensive Plan which is promoting sustainable growth and
preserving the rural character of the area.

9. The ability of the subject land to be developed as it is presently zoned.

The subject property which is currently zoned SR (Suburban Residential) can be developed for
residential purposes due to its existing compatibility with the nearby subdivisions and the existing
infrastructure.

IV. STAFF RECOMMENDATION

Staff recommends approval to rezone the subject property from SR (Suburban Residential) to RR
(Rural Residential) to allow for the division of the property into separate lots for single-family
detached residential development with the following conditions:

11 | P a g e
#RZ-2024-09 For #013-01018000 (Blackhall Road)

1. The developer shall comply with the design standards of the RR zoning district as outlined in
Section 2.4.1 of the Stockbridge Unified Development Code.

2. A 25-foot buffer shall be installed along the eastern side of the property adjacent to the
Manderley subdivision..

12 | P a g e
Taylor English Duma LLP 1600 Parkwood Circle, Suite 200, Atlanta, Georgia 30339
Main: 770.434.6868 Fax: 770.434.7376 taylorenglish.com

Steven L. Jones | Partner
Direct Dial: 678.336.7282
Cell Phone: 404.218.2756
E-mail: sjones@taylorenglish.com

November 21, 2024

VIA EMAIL: randerson@stockbridgega.org

City of Stockbridge, Georgia
Department of Community Development
Attn: Mr. Ryan Anderson
4602 North Henry Blvd.
Stockbridge, GA 30281
randerson@stockbridgega.org

Re: REZONING CASE #RZ-2024-09

Mr. Anderson:

Please accept this letter as notice that the above styled application is hereby withdrawn.
This withdrawn is being submitted prior to the announcement of any conditions by any council,
board, or commission.

Sincerely,

Steven L. Jones

Enclosures
cc: Applicant
Taylor English Duma LLP 1600 Parkwood Circle, Suite 200, Atlanta, Georgia 30339
Main: 770.434.6868 Fax: 770.434.7376 taylorenglish.com
Steven L. Jones | Partner
Direct Dial: 678.336.7282
Cell Phone: 404.218.2756
E-mail: sjones@taylorenglish.com

November 21, 2024

VIA EMAIL: randerson@stockbridgega.org

City of Stockbridge, Georgia
Department of Community Development
Attn: Mr. Ryan Anderson
4602 North Henry Blvd.
Stockbridge, GA 30281
randerson@stockbridgega.org

Re: COMPREHENSIVE PLAN AMENDMENT CASE #RZ-2024-08

Mr. Anderson:

Please accept this letter as notice that the above styled application is hereby withdrawn.
This withdrawn is being submitted prior to the announcement of any conditions by any council,
board, or commission.

Sincerely,

Steven L. Jones

Enclosures
cc: Applicant
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
ANNEXATION CASE #AX-2024-02. Consideration of an annexation request to annex two parcels at 1778 & 1872
Highway 42 from unincorporated Henry County into the City of Stockbridge to allow for the construction of a mixed-
residential development with 142 townhomes and 101 single-family detached homes. Property Owner: Rowan
Properties, LP. Applicant: Meritage Homes, c/o Clay Kirkley. Agent: Hayley Todd, PEC+. Property size: 48.59+/-
acres.

BACKGROUND INFORMATION:
Staff recommendation—Approval. However, on November 21, 2024, the applicant submitted a deferral
letter to request a 30-day deferral until the December 19, 2024 Planning Commission meeting. The
Planning Commission therefore deferred this case at its November 21, 2024 meeting. The Staff therefore
recommends deferral.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
ANNEXATION CASE #AX-2024-02 FOR TWO PARCELS AT 1778 & 1872 HIGHWAY 42 NORTH.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: DEFERRAL UNTIL THE DECEMBER 19, 2024 PLANNING
COMMISSION MEETING.

Staff Signature

HIGHWAY 42 NORTH REZONING

400 ft
SITE
LOCATION

HIGHWAY 42 NORTH (1778 & 1872) SITE LOCATION
CITY OF STOCKBRIDGE, GA
SUMMARY OF REQUEST:
Proposed development: a new, 243-unit, single-family attached and detached development on the
approximately 48.5-acre site known as Campground Road @ Highway 42 (the “Subject Property,” PIDs
089-01001000 and 089-01001003).

Actions:
• Annexation of the subject property from Unincorporated Henry County into the City of Stockbridge.
• Comprehensive Land Use Map Amendment of the subject property from High-Density Residential to
Medium-Density Residential.
• Rezone of the subject property from RA to PUD under the Parkway Mixed Use Overlay.

HIGHWAY 42 NORTH (1778 & 1872) REQUEST
CITY OF STOCKBRIDGE, GA
CITY LIMITS

SITE
LOCATION
CITY LIMITS

HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) ELEVATIONS
CITY OF STOCKBRIDGE, GA
TRANSMITTAL MEMO
RE: Campground Road @ Hwy 42 Rezoning and Annexation Applications
Planners and Engineers Collaborative, Inc. Project No. 19279.00A
On behalf of Meritage Homes

TO: City of Stockbridge Community
4602 North Henry Blvd
Stockbridge, GA 30281
678-833-3347

ATTN: Ryan Anderson
678-833-3340

FROM: Planners and Engineers Collaborative
350 Research Court, Suite 200
Peachtree Corners, GA 30092

C/O Hayley Todd – (757) 508-6593

Enclosed materials:

Rezoning Application
Annexation Application

350 Research Ct, Ste. 200, Peachtree Corners, Georgia 30092  48 Atlanta Street, Marietta, Georgia 30060
Main: (770) 451-2741  Fax: (770) 451-3915
www.pecatl.com
10/7/2024

Re: Letter of Intent – Annexation and PUD Rezoning
Campground Road @ Highway 42
PEC+ Project No. 19279.00A

Dear Community Development Officials,

This application seeks to annex and rezone the approximately 48.5-acre site known as Campground Road
@ Highway 42 (the “Subject Property,” PIDs 089-01001000 and 089-01001003) from RA to PUD under the
Parkway Mixed Use Overlay. Bringing the site from Henry County into the City Limits of Stockbridge and
rezoning to PUD would allow for the development of a new, 243-unit, single-family attached and detached
development.

Site and Proposal

The Subject Property is located along the eastern side of Highway 42 and is bisected by Campground Road.
The site is bordered by the Clark Meadows subdivision to the north, a Georgia Power easement to the
northwest, Highway 42 to the southwest, and Tabernacle of Praise Church to the south across Old
Campground Road. The site is made up of two parcels that total approximately 48.5-acres.

Of the 46.5-acres, approximately 1.5 acres are in a floodplain. Approximately 8.7 acres of the site are
proposed to be used for street right-of-way. The net area of the site is 38.29 acres. The proposed 243-
unit single family subdivision has a net site density of 6.35 units per acre. There would be 142
townhome units and 101 single-family detached lots. The site would have 15 acres of open space
(approximately 30% of the total site area). Elevations are included with this submittal.

The proposed annexation and rezoning would allow for the 48.5-acre site to be annexed into the City
Limits of Stockbridge, rezoned PUD, and be subject to the Parkway Mixed Use overlay district. The
proposal includes 243 new homes.

Rationale for Request

This area is part of the “high-density suburban” character area per the Henry County Comprehensive Plan.
As such, the proposed PUD zoning in Stockbridge is compatible with the underlying designation and is
therefore aligned with the comprehensive plan. The immediate area is characterized by different types of
single family development, including townhomes and detached homes. The proposed development would
fit into the character of the existing context and would present a high quality addition to the overall area.
The development would be compatible and consistent with nearby and adjacent development pattern,
and therefore meets the purpose and intent of the district per the City of Stockbridge UDO.

Constitutional Objections

The portions of the Code of Ordinances and Zoning Ordinance for City of Stockbridge (the “Zoning
Ordinance”) which classifies or conditions the Property into any more or less intensive zoning
classification and/or zoning conditions other than as requested by the Applicant and property owner are
unconstitutional, in that they would destroy the Applicant's and property owner’s property rights without

350 Research Ct, Ste. 200, Peachtree Corners, Georgia 30092  48 Atlanta Street, Marietta, Georgia 30060
Main: (770) 451-2741  Fax: (770) 451-3915
www.pecatl.com
Project No. 19279.00A
10/07/2024

first paying fair, adequate and just compensation for such rights, in violation of Article I, Section I,
Paragraph II of the Constitution of the State of Georgia of 1983, the Due Process Clause of the Fourteenth
Amendment to the Constitution of the United States.

The application of the Zoning Ordinance which presently restricts the Property’s use to the present zoning
classification, uses, regulations, requirements, and conditions is unconstitutional, illegal, null and void,
and constitutes a taking of the Applicant's and the property owner's property rights in violation of the Just
Compensation Clause of the Fifth Amendment and the Due Process Clause of the Fourteenth Amendment
to the Constitution of the United States, Article I, Section I, Paragraphs I and II of the Constitution of the
State of Georgia of 1983, and in violation of the Equal Protection Clause of the Fourteenth Amendment
to the Constitution of the United States by denying economic and viable use of the Property while not
substantially advancing legitimate state interests.

The Property is presently suitable for OSC as proposed in the requested rezoning, as amended by the
Applicant, and is not economically suitable for uses restricted under its present zoning and development
classification, conditions, regulations, and restrictions due to its location, shape, size, surrounding
development, and other factors. A denial of the requested rezoning and related variances would
constitute an arbitrary and capricious act by City of Stockbridge and the City Council without any rational
basis therefore, constituting an abuse of discretion in violation of Article I, Section I, Paragraphs I and II of
the Constitution of the State of Georgia of 1983 and the Due Process Clause of the Fourteenth
Amendment. A refusal by City of Stockbridge and the City Council to approve this requested rezoning,
with only such additional conditions as agreed to by the Applicant and/or owner, so as to permit the only
feasible economic use of the Property, would be unconstitutional between the Applicant, owner, and
similarly situated property owners, in violation of Article I, Section I, Paragraph II of the Constitution of
the State by discriminating of Georgia of 1983 and the Equal Protection Clause of the Fourteenth
Amendment.

Conclusion

The applicant and owner respectfully request that the City of Stockbridge City Council, Planning
Commission and Planning Staff approve and support the Applicant’s rezoning request to allow for
annexation into Stockbridge and the development of a new, single-family attached and detached
subdivision. The developer and their representatives welcome the opportunity to meet with all interested
parties and representatives.

Sincerely,

Hayley Todd
Zoning Manager, Planners and Engineers Collaborative, Inc.

ZONING DESCRIPTION
NORTH TRACT

ALL THAT TRACT OR PARCEL OF LAND lying and being in Land Lots 34 & 35 of the
7TH District, Henry County, Georgia and being more particularly described as follows:

Beginning at the intersection of the northerly right-of-way line of Campground Road
Extension (Variable R/W) with the southeasterly right-of-way line of Union City
Norcross Transmission Line easement; thence along said easement

North 17 degrees 5 minutes 19 seconds East, a distance of 166.16 feet; thence North
17 degrees 9 minutes 14 seconds East, a distance of 769.82 feet; thence leaving saif
right-of-way line North 90 degrees 0 minutes 0 seconds East, a distance of 100.50
feet; thence along the centerline of creek and following the meanderings thereof the
following:

South 59 degrees 33 minutes 13 seconds East, a distance of 31.21 feet; thence South
38 degrees 8 minutes 20 seconds East, a distance of 206.68 feet; thence South 49
degrees 39 minutes 57 seconds East, a distance of 75.01 feet; thence South 49
degrees 6 minutes 3 seconds East, a distance of 103.84 feet; thence South 22
degrees 50 minutes 31 seconds East, a distance of 106.11 feet; thence South 54
degrees 29 minutes 7 seconds East, a distance of 210.47 feet; thence South 37
degrees 27 minutes 40 seconds East, a distance of 138.14 feet; thence South 6
degrees 28 minutes 54 seconds West, a distance of 130.40 feet; thence South 39
degrees 50 minutes 1 second East, a distance of 118.45 feet; thence South 10
degrees 0 minutes 45 seconds East, a distance of 101.77 feet; thence South 23
degrees 35 minutes 52 seconds East, a distance of 178.34 feet; thence South 63
degrees 4 minutes 32 seconds East, a distance of 53.02 feet; thence South 67
degrees 29 minutes 2 seconds East, a distance of 27.86 feet;

thence leaving said creek North 89 degrees 29 minutes 28 seconds East, a distance of
353.55 feet; thence South 01 degree 53 minutes 24 seconds West, a distance of
448.96 feet to a point on said right-of-way line of Campground Road Extension; thence
along said right-of-way the following courses and distances:
North 50 degrees 59 minutes 10 seconds West, a distance of 448.30 feet; thence
North 38 degrees 57 minutes 59 seconds East, a distance of 90.01 feet; thence North
50 degrees 59 minutes 32 seconds West, a distance of 49.01 feet; thence South 39
degrees 38 minutes 49 seconds West, a distance of 90.00 feet; thence North 50
degrees 59 minutes 12 seconds West, a distance of 475.68 feet; thence 456.46 feet
along an arc of a curve to the left having a radius of 710.00 feet and a chord bearing
and distance of North 69 degrees 24 minutes 11 seconds West 448.64 feet to a point;
thence North 16 degrees 31 minutes 45 seconds West, a distance of 81.89 feet;
thence South 82 degrees 3 minutes 52 seconds West, a distance of 122.49 feet;
thence South 8 degrees 40 minutes 2 seconds East, a distance of 70.00 feet; thence
94.93 feet along an arc of a curve to the left having a radius of 709.99 feet and a chord
bearing and distance of South 77 degrees 28 minutes 36 seconds West 94.86 feet to a
point; thence South 68 degrees 22 minutes 54 seconds West, a distance of 130.83 feet
to the POINT OF BEGINNING.
Said Tract containing 16.12 acres.
ZONING DESCRIPTION
SOUTH TRACT

ALL THAT TRACT OR PARCEL OF LAND lying and being in Land Lots 34 & 35 of the
7TH District, Henry County, Georgia and being more particularly described as follows:

Beginning at the intersection of the northerly right-of-way line of Campground Road
(80’ R/W) with the northeasterly right-of-way line of State Route 43, aka U.S. Hwy 23
(90’ R/W), thence along said right-of-way of State Route 43, aka U.S. Hwy 23 North 33
degrees 37 minutes 41 seconds West, a distance of 120.45 feet; thence North 33
degrees 18 minutes 45 seconds West, a distance of 777.39 feet; thence North 33
degrees 19 minutes 8 seconds West, a distance of 385.29 feet; thence North 17
degrees 3 minutes 32 seconds East, a distance of 197.64 feet to a point on the
southerly right-of-way line of Campground Road Extension (Variable R/W); thence
along said right-of-way the following courses and distances:

North 56 degrees 31 minutes 15 seconds East, a distance of 34.69 feet; thence 214.32
feet along an arc of a curve to the right having a radius of 610.00 feet and a chord
bearing and distance of North 66 degrees 35 minutes 18 seconds East 213.22 feet to a
point; thence 163.44 feet along an arc of a curve to the right having a radius of 610.00
feet and a chord bearing and distance of North 84 degrees 19 minutes 45 seconds
East 162.95 feet to a point; thence South 01 degree 59 minutes 46 seconds West, a
distance of 30.00 feet; thence South 85 degrees 59 minutes 24 seconds East, a
distance of 40.42 feet; thence North 5 degrees 59 minutes 50 seconds East, a distance
of 30.00 feet; thence 351.48 feet along an arc of a curve to the right having a radius of
610.00 feet and a chord bearing and distance of South 67 degrees 29 minutes 37
seconds East 346.64 feet to a point; thence South 50 degrees 59 minutes 9 seconds
East, a distance of 485.70 feet; thence South 39 degrees 0 minutes 1 second West, a
distance of 10.00 feet; thence South 50 degrees 59 minutes 5 seconds East, a
distance of 30.00 feet; thence North 39 degrees 0 minutes 1 second East, a distance
of 10.00 feet; thence South 50 degrees 59 minutes 12 seconds East, a distance of
534.07 feet;

thence leaving said right-of-way line South 01 degree 53 minutes 24 seconds West, a
distance of 552.54 feet; thence South 87 degrees 57 minutes 30 seconds West, a
distance of 756.46 feet; thence North 4 degrees 46 minutes 22 seconds West, a
distance of 122.05 feet; thence North 60 degrees 7 minutes 20 seconds West, a
distance of 43.45 feet; thence South 66 degrees 33 minutes 29 seconds West, a
distance of 32.12 feet; thence South 26 degrees 41 minutes 17 seconds East, a
distance of 72.23 feet; thence South 4 degrees 6 minutes 29 seconds West, a distance
of 67.91 feet; thence South 87 degrees 57 minutes 30 seconds West, a distance of
93.89 feet to the POINT OF BEGINNING.

Said Tract containing 32.42 acres.
Henry County, GA

Parcel Results 20 Results

Parcel ID  Owner  Property Address 
070E01072000 SUMMITT AT EAGLES LANDING HOMEOWNERS ASSOC INC SUMMIT VIEW DR

071-01033000 S ATLANTA CONFERENCE 1978 HIGHWAY 42 N

071-01034015 A4 INVESTMENTS LLC 204 WEST CAMPGROUND RD

071-01034016 CAMPGROUND CENTER LLC 100-140 WEST CAMPGROUND RD

071-01034020 HOPEWELL CAPITAL LLC, THE PATTERSON REAL EST GRP L WEST CAMPGROUND RD

071Q01200000 MERITAGE HOMES OF GEORGIA INC

088C01028000 WILLIAMS TANESHA 297 WHITNEY LN

088C01029000 HOQUE RIAJ AL 301 WHITNEY LN

089-01001000 ROWAN FAMILY REAL ESTATE LLC 1872 HIGHWAY 42 N

089-01001003 ROWAN PROPERTIES LP 1778 HIGHWAY 42 N

089-01001021 THE KOLODKIN FAMILY LIMITED PARTNERSHIP 1775-1789 HIGHWAY 42 N

089-01002000 STEWART JAMES L 101 CAMPGROUND RD

089-01002001 YONKERS LLC CAMPGROUND RD

089-01009003 SUSHRUT LLC

089-02048002 O'REILLY AUTOMOTIVE INC 1765 HIGHWAY 42 HWY N

089-02049005 TABERNACLE OF PRAISE CHURCH INTNL INC 1640 HIGHWAY 42 N

089F01015000 FAUR CYNTHIA G W 157 CROWN WALK

089F01016000 MAUSHARDT THERESA A & 158 CROWN WALK

Mailing Labels 20 Results
Select export file format:

Address labels (5160) Show Parcel ID on Label

International mailing labels that exceed 5 lines are not supported on the Address labels (5160). For international addresses, please
use the xlsx, csv or tab download formats.
Skip Labels 0
For best results, uncheck "Fit to Page" in your print settings.

Download

Data contained on this website represent a work in progress toward completion of the annual tax digest. As such, data is subject to change at any time. Contact Us Developed by
Ownership and map information correspond with the most current information processed by our office. Search deed records at the Henry County
Courthouse to ensure the most current ownership information. Parcel lines depicted on the maps do not reflect a true and exact representation of
property boundaries. Contact 770-288-7526 to verify zoning.
| User Privacy Policy | GDPR Privacy Notice
Last Data Upload: 10/7/2024, 12:15:24 AM
350 RESEARCH COURT
SUITE 200
PEACHTREE CORNERS, GA 30092

9/27/2023

City of Stockbridge Community Development
4602 North Henry Blvd
Stockbridge, GA 30281

Re: Campground – Water Sewer Letter
Planners and Engineers Collaborative, Inc. Project No: 19279.00A

Please be advised, Planners and Engineers Collaborative requested the water/sewer service letter on or before the
date referenced above. We have yet to receive documentation but will furnish the letter to Stockbridge as soon as
we receive it.

Sincerely,
Planners and Engineers Collaborative, Inc.
Ramona Booker
Email rbooker@pec.plus
Phone number 678-684-6227

P: 770.451.2741 + F: 770.451.3915 + WWW.PEC.PLUS 1
350 RESEARCH COURT
SUITE 200
PEACHTREE CORNERS, GA 30092

9/27/2023

Henry County Water Authority, Engineering Division
100 Westridge Industrial Blvd
McDonough, GA 30253
Phone # 678-583-3800

Re: Campground – Water Sewer Letter–
Planners and Engineers Collaborative, Inc. Project No: 19279.00A

Dear HWCA Engineering Division

Planners and Engineers Collaborative, Inc. (PEC) is submitting this letter of intent as required to fulfill the water
/sewer availability letter request for parcel ID’s 089-01001003, 089-01001000 currently zoned RA. At present PEC
is working through due diligence with our client who is proposing a PUD subdivision of total 243 units. The
community would consist of 142 Townhome units and 101 Single Family homes. The Subject Property is located
along Hwy 42 and Campground Rd in Mcdonough GA. The site is made up of two parcels that total approximately
+-48.597-acres.

Attached are documents per your request. If there is anything else you may need, please reach out to me at
htodd@pec.plus who is the point of contact for this project. Thank you for your time and assistance.

Current jurisdiction: RA – Henry County
Proposed jurisdiction PUD– City of Stockbridge

The developer and their representatives welcome the opportunity to meet with all interested parties and
representatives.

Sincerely,
Planners and Engineers Collaborative, Inc.
Ramona Booker
Email rbooker@pec.plus
Phone number 678-684-6227

P: 770.451.2741 + F: 770.451.3915 + WWW.PEC.PLUS 1
sewer tie-in 2

sewer tie-in

water

water
water
From: Kenneth Wood <Kwood@pec.plus>
Sent: Wednesday, November 6, 2024 4:01 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson <randerson@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
This is for the Campground at Highway 42 Meritage Homes subdivision that is on both sides of
Campground.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and Engineers
Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers Collaborative; and they
are not to be used or modified in whole or in part, for any purpose or project other than the project for which they have been prepared without
waiving all claims against Planners and Engineers Collaborative and indemnifying for any damage, liability or cost, including defense cost arising
from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be deemed a
sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either express or implied, of
merchantability and fitness for any particular purpose.

From: Kenneth Wood
Sent: Wednesday, November 6, 2024 4:00 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Subject: 30-day deferral to December Planning Commission

Keedra and Ryan,
After meeting with the District Council and Mayor Pro-tem about what they would like to
see in their area we would like to request a deferral away from the November cycle to
the December cycle to give us time to resubmit a new plan and meet with the council
members.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and
Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers
Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other than the project for
which they have been prepared without waiving all claims against Planners and Engineers Collaborative and indemnifying for any
damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be
deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either
express or implied, of merchantability and fitness for any particular purpose.
RE: 30-day deferral to December Planning Commission

Yes, the attached plan

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and Engineers
Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers Collaborative; and they
are not to be used or modified in whole or in part, for any purpose or project other than the project for which they have been prepared without
waiving all claims against Planners and Engineers Collaborative and indemnifying for any damage, liability or cost, including defense cost arising
from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be deemed a
sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either express or implied, of
merchantability and fitness for any particular purpose.

From: Keedra Jackson <kjackson@stockbridgega.org>
Sent: Thursday, November 21, 2024 1:36 PM
To: Kenneth Wood <Kwood@pec.plus>; Ryan Anderson <randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

For our records, we are discussing the deferral of 1778 and 1842 Highway 42,
correct?

Thanks Kenneth.

Keedra T. Jackson, Chief Planner
Community Development Department
Planning & Zoning Division
4602 North Henry Boulevard
Stockbridge, GA 30281
Main Ph: (770)389-7900 Ext 267
Direct Ph: (678)833-3329
Mobile: (678)674-3080
Email: kjackson@stockbridgega.org
Website: www.stockbridgega.org

From: Kenneth Wood <Kwood@pec.plus>
Sent: Thursday, November 21, 2024 1:28 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
After meeting with the district Commissioner to get feedback on the proposal we realized
that we needed to take another look at adding commercial to the plan. In addition, we
are looking at making the townhomes wider so that they have larger min. SF.
We are also adding multi-use paths around the site. We need the extra time to be able
to complete new plans and ideas.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and
Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers
Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other than the project for
which they have been prepared without waiving all claims against Planners and Engineers Collaborative and indemnifying for any
damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be
deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either
express or implied, of merchantability and fitness for any particular purpose.
From: Keedra Jackson <kjackson@stockbridgega.org>
Sent: Thursday, November 21, 2024 1:01 PM
To: Kenneth Wood <Kwood@pec.plus>; Ryan Anderson
<randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Greetings Kenneth,

For our records that you are requesting a deferral of a specific property,
could you please reply to this email stating the specific property you are
requesting a deferral on?

Thank you much.

Keedra T. Jackson, Chief Planner
Community Development Department
Planning & Zoning Division
4602 North Henry Boulevard
Stockbridge, GA 30281
Main Ph: (770)389-7900 Ext 267
Direct Ph: (678)833-3329
Mobile: (678)674-3080
Email: kjackson@stockbridgega.org
Website: www.stockbridgega.org

From: Kenneth Wood <Kwood@pec.plus>
Sent: Wednesday, November 6, 2024 4:00 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Subject: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
Keedra and Ryan,
After meeting with the District Council and Mayor Pro-tem about what they would
like to see in their area we would like to request a deferral away from the
November cycle to the December cycle to give us time to resubmit a new plan
and meet with the council members.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners
and Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and
Engineers Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other
than the project for which they have been prepared without waiving all claims against Planners and Engineers
Collaborative and indemnifying for any damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by
The Client be deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no
warranties, either express or implied, of merchantability and fitness for any particular purpose.

CAUTION: This email originated from outside the organization. Do not click links or
open attachments unless you recognize the sender and know the content is safe.

CAUTION: This email originated from outside the organization. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

P: (770) 451-2741 F: (770) 451-3915

This drawing is the property of Planners and Engineers Collaborative and is not to be copied in whole or in part.
WWW.PEC.PLUS

SITE LOCATION

It is not to be used on any other project and is to be returned upon request. c Planners and Engineers Collaborative.
Planners & Engineers Collaborative+

LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING
ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES

350 RESEARCH COURT STE 200
PEACHTREE CORNERS, GA 30092
FEMA FIRM MAP
NOT TO SCALE
PROJECT

HWY 42 @
CAMPGROUND
ROAD
A MASTER PLANNED RESIDENTIAL
TRACT "B" SITE LOCATION
DEVELOPMENT
D 16.176 ACRES AT

HIGHWAY 42 @ CAMPGROUND ROAD
MCDONOUGH, GA 30253

HENRY COUNTY, GEORGIA

FOR
SITE LOCATION MAP MERITAGE HOMES
NOT TO SCALE

MUNICIPALITY PROJECT #

REVISIONS
F NO. DATE BY DESCRIPTION

TRACT "A"
THIS SEAL IS ONLY VALID IF COUNTER SIGNED
32.859 ACRES AND DATED WITH AN ORIGINAL SIGNATURE.

J:\2019\1927900A\De\Concepts & Exhibits\Zoning\19279.00A - Site - Zone1.dwg - MKipp - 10/7/2024 1:22 PM

GSWCC LEVEL II DESIGN PROFESSIONAL
CERTIFICATION # 0000059389 EXP. 10/28/2024

ZONING BOUNDARY
EXHIBIT
0 60 120 240 360

SCALE: 1" = 120'
DATE: 09/16/2024
PROJECT: 19279.00A
GRID NORTH

Z1.2

www.Georgia811.com
Knowwhat'sbelow.
Callbefore you dig.
SHEET
GEORGIA WEST ZONE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
81
800 810
760 P: (770) 451-2741 F: (770) 451-3915

This drawing is the property of Planners and Engineers Collaborative and is not to be copied in whole or in part.
830
780
830 WWW.PEC.PLUS
76 78 CITY OF
790 0 0
STOCKBRIDGE 820
ZONED: SITE LOCATION
RA 800 800
A 800

810 LAND TO NOT BE ANNEXED
AND LEFT IN HENRY COUNTY
ZONED:
RA 50' 82
810
810
820 ZONED: ZONED: ZONED: ZONED:

It is not to be used on any other project and is to be returned upon request. c Planners and Engineers Collaborative.
ZONED: ZONED:
R2 R2 R2 R2
ZONED: ZONED: R2 R2
C2 0 R2 800
780 77
780
Planners & Engineers Collaborative+
B T 83
ESM 80
LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING
84
ER 50
25
ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES
R4 TA 800
OW 0 'U
810
TE
830
85 75
IS ST 350 RESEARCH COURT STE 200
M T R ZONED:
U 800
AP R5
PE
VI
BE
EA
770M R2 ZONED:
PEACHTREE CORNERS, GA 30092
D BU ZONED:
820 O
790
RGI 86 U
ST
ST
EA
FF
ER
ZONED:
R2
R2
ZONED:
R2
ZONED:
R2 ZONED:
R2 FEMA FIRM MAP
R M R2 82 NOT TO SCALE
ACK EA BU
PROJECT
GEO
M FF
87 SET 82 SE E7R
AND
0 TB 70
800 BAC 79
CK AC
C SCA K TBA
800
PE B 88 BAC
HWY 42 @
STORMWATER
0' R 81 7 810 810
UFF OW
T SE K MANAGEMENT 80
20' F
ER SET 780
RON
ZONED:
89 W/ 5 RON
20' R 80
ZONED:
RA
RA
ZONED:
RA 810
EAR
SET
90
OAD 20' F

79
20' R
EAR
770 CAMPGROUND
B 28' R
25' L
91
78 77
20' R
GREEN
SPACE

EAR
78
820 ROAD
820
76
SET
BAC SITE LOCATION
A MASTER PLANNED RESIDENTIAL
75 81
0 DEVELOPMENT
83 92 74
0 R4
0 73
83 20' F 72 AT
0 RON
28' R
OAD SET
BAC
T 71 780
93 W/ 5 K 70 780
POCKET 20' F
0' R
O W
83
0 HIGHWAY 42 @ CAMPGROUND ROAD
RON
R5 PARK
94 T SE
TBA MCDONOUGH, GA 30253
95 CK
800 0
79 100- YEAR FLOOD PLAIN 790
96
97 HENRY COUNTY, GEORGIA
98 790 100 Y
82
20' R 99 EAR F
20' L EAR LOOD 790

10' PLANTING ZONE &
A NDS
CAP
SET 100 P LAIN
810 E ST BACK 101
10' PEDESTRIAN ZONE RIP
810 MAIL FOR
KIOSK 800
E 82
790
LOCATION OF STREAM
TO BE FIELD VERIFIED 790
SITE LOCATION MAP MERITAGE HOMES
GREEN
SPACE
800 800 820 NOT TO SCALE
83
A D RIP AR SET
BAC
K 800 ZONED: SITE DATA:
RO
T RA
ES 20' R
0 830 AP E MUNICIPALITY PROJECT #
ND
83 SITE AREA 48.54 ACRES
AT
S C ℄ R20
ND 10 ST
U ' LA 9 8
25'
RO 20 0 ZONING
11 7 81
BEGINNING OF STREAM
G 12 00 75 ER
0 EXISTING ZONING RA
FF
TO BE FIELD VERIFIED 82
830
830 AM
820
℄ R2
6 STORMWATER
' IM
PE 'U BU PROPOSED ZONING PUD (PLANNED UNIT DEVELOPMENT)
REVISIONS
C AM
810 US 50
81
MANAGEMENT 2 0' RV
IO ND
RE 800 82 0 810
ST
LA IS 0 EXISTING OVERLAY DISTRICT HIGHWAY CORRIDOR OVERLAY DISTRICT NO. DATE BY DESCRIPTION
F R5
5 ND ST
R TU
5 20 S RB PMU (PARKWAY MIXED USE)
CA M ED
PROPOSED OVERLAY DISTRICT
'R POCKET EA
PE 25' LANDSCAPE BUFFER
4 R PARK
82 SE BU 840 800 EXISTING ZONING JURISDICTION HENRY COUNTY
GREEN
R4
0 EA 0 ST
TB
A FF

SPACE 830
48 20
SE
RI
P CK
ER
800 PROPOSED ZONING JURISDICTION CITY OF STOCKBRIDGE
CITY OF 47 49 S 3 A MAIL 820
TB
NT KIOSK 69 USE CALCULATIONS
RO
142
STOCKBRIDGE CK 20 ST
50 ET 2 141
'L O 68 TOTAL SITE AREA 48.54 ACRES
AN RM

25' LANDSCAPE BUFFER
140 AN
BA

20' REAR SETBACK
AG W
HW
℄R 139 DS
CK 20 CA EM ATE STREET RIGHT-OF-WAY AREA 8.76 ACRES
13 46 51 0 138
EN R 0
0 Y 1 830137
PE
T 82FLOOD HAZARD AREA 1.54 ACRES
82 ST
830 RI
67 83
42 14 52 136 P 0 NET SITE AREA 38.24 ACRES
45 135
G 20 20 ' 134 SINGLE FAMILY LAND USE 25.22 NET ACRES
15 S FR 20 53 MAIL 133
NT 44 ZONED: TOWNHOME LAND USE 13.02 NET ACRES
10' PLANTING ZONE & T 'R 20 '
KIOSK 132 66
RO ON 28 ' RA
20 R
ON
131
10' PEDESTRIAN ZONE 'L 16 EA A TOTAL 24'x50' TOWNHOME UNITS 142 UNITS (10.91 UPA)
ET SE FR RO
CK 43 SE 54 130
20
84B0A BA TB 1
T K TS D
129 ' LA 65 TOTAL SINGLE FAMILY LOTS 101 LOTS (4.00 UPA)
SE RIP CK K W 2
830 84 17 AC AC 20 55 BA 0'
AMENITY/POOL 128 N
DS 243 UNITS (6.35 UPA)
R T TB ET
TOTAL UNITS/ DENSITY
EA E S 42 /5
'R 28 127 830CAP
840
'R P 'R R CK RO 'R
20 SCA 28 126 E PROPOSED SFD SETBACK REQUIREMENTS
EA 840
OA ST
D 18 OA 56 W CABANA 6 D 125
RI
ZONED: AN 41 A W P
TB
D /5 FRONT SETBACK 20 FEET
RM
SE
124
840
W 0'
19 /5
CK
57 850
7 RO 123 SIDE SETBACK 7.5 FEET
R 40 W 122
0' 850 8

20 OW BARK GREEN 9
121 CA REAR SETBACK 20 FEET
H 850 58 SPACE 120
M 10' PLANTING ZONE &
39 PARK 10 850 840
REQUIRED BUFFERS 25 FEET
11
119
PG 10' PEDESTRIAN ZONE
850
840 21 59 36
RO PROPOSED TH SETBACK REQUIREMENTS
38 35
12
34
M TOR
UN FRONT SETBACK 15 FEET
THIS SEAL IS ONLY VALID IF COUNTER SIGNED
60 13
33 37
AN M
85
0 37 20
0 14 AG W
RO
SIDE SETBACK 10 FEET AND DATED WITH AN ORIGINAL SIGNATURE.
℄R 15
32 38 EM ATE
EN R REAR SETBACK 20 FEET
850 61 16 850
39
T AD
22 36 31 40
REQUIRED BUFFERS 25 FEET
ZONED: 860 17
30
41
ZONED:
COURTYARD 0
C3 62 R 25 RA DEVELOPMENT STANDARDS
35

J:\2019\1927900A\De\Concepts & Exhibits\Zoning\19279.00A - Site - Zone1.dwg - MKipp - 10/7/2024 1:40 PM
29 ℄
23 28 MIN DEVELOPMENT SIZE 3 CONTIGUOUS ACRES
20 26 63 27
34
HW
'F 'R MUST INCLUDE MINIMUM OF TWO (2)
I 24 OA
26 118
ZONED: 20 NT 00
45 44 43 42 REQUIREMENTS FOR LAND USE DIFFERENT USES AND/OR TWO (2) TYPES OF
RO
D 50 47 46
EA
49 48
C1 Y W 64 ℄ R2 52 51 117 VARIED HOUSING OPTIONS. (2.4.14.B.2.)
830 'R 33
42 R 25 SE /5
0' 116
PROPOSED SF MINIMUM LOT SIZE 5,000 SF
0 SE TB
85 K RO 115
ZONED: TB AC W 48
32 25
PROPOSED MINIMUM SFD LOT WIDTH 50 FEET GSWCC LEVEL II DESIGN PROFESSIONAL
0 85
C1 AC 26 ℄
24 114 CERTIFICATION # 0000059389 EXP. 10/28/2024

25' LANDSCAPE BUFFER
20' REAR 84 K EXTERIOR LANDSCAPED STRIPS 20 FEET
SETBACK 31 23

27 22
53 OPEN SPACE CALCULATIONS

ZONING SITE
54 63 64 65 66 113
55 57 58 59 60 61 62 0
860 AR 56
84

7.5' SIDE SETBACK
860 112 0
REQUIRED OPEN SPACE 20% (9.719 ACRES)
28 21 D

7.5' SIDE SETBACK
84

7.5' SIDE SETBACK
TY
20 111
CO COURTYARD ZONED: 85 OPEN SPACE PROPOSED 15.67 ACRES (32.2%)

AN
20 870
29 18
19 UR
68 67
110 RA
PARKING REQUIREMENTS PLAN
7.5' SIDE SETBACK
200 71 70 69 109
J SC 0
87 30 83 82 81 80 79 78 77 76 75 74 73 72
PROPOSED RESIDENT PARKING (2 SPACES
℄R 486 SPACES
AP PER UNIT)
850 108 0 60 120 240 360
860 ST 85
0 PROPOSED AMENITY PARKING 37 SPACES
ZONED: RI GREEN 28' ROAD W/ 50' ROW 107
P PROPOSED GUEST PARKING 27 SPACES
20' FRONT C3 SPACE 106 ZONED: SCALE: 1" = 120'
SETBACK ZONED: ZONED: RA TOTAL PARKING PROVIDED 550 SPACES
RM RM 86
0 10' PLANTING 60
ZONE &
84
85 96 97 98 99 100 101 102 103
105
DATE: 10/07/2024
86 90 91 92 93 94 95
89
10' PEDESTRIAN ZONE 87 88 104
850 PROJECT: 19279.00A
86
28' PUBLIC DRIVE 860
25' LANDSCAPE BUFFER
GRID NORTH
W/ 50' R/W 850
860

840 ZONED: 860
K 850

Z1
RM 860 R

830
www.Georgia811.com
850
ZONED: ZONED: RA
ZONED: Knowwhat'sbelow.
RM
TYPICAL LOT LAYOUT RM
ZONED:
Callbefore you dig.
ZONED: RA
RM ZONED:
NOT TO SCALE EXISTING CEMETERY SHEET
86C2
0 GEORGIA WEST ZONE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-00. Consideration of Comprehensive Plan Amendment
request to assign the future land use designation of Medium-Density Residential to two parcels at 1778 & 1872
Highway 42, if and after Annexation Case #AX-2024-02 is approved, to allow for the construction of a mixed-
residential development with 142 townhomes and 101 single-family detached homes. Property Owner: Rowan
Properties, LP. Applicant: Meritage Homes, c/o Clay Kirkley. Agent: Hayley Todd, PEC+. Property size: 48.59+/-
acres.
BACKGROUND INFORMATION:
Staff recommendation—Approval. However, on November 21, 2024, the applicant submitted a deferral
letter to request a 30-day deferral until the December 19, 2024 Planning Commission meeting. The
Planning Commission therefore deferred this case at its November 21, 2024 meeting. The Staff therefore
recommends deferral.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-09 FOR TWO PARCELS AT 1778 &
1872 HIGHWAY 42 NORTH.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: DEFERRAL TO THE DECEMBER 19, 2024 PLANNING
COMMISSION MEETING.

Staff Signature

HIGHWAY 42 NORTH REZONING

400 ft
SITE
LOCATION

HIGHWAY 42 NORTH (1778 & 1872) SITE LOCATION
CITY OF STOCKBRIDGE, GA
SUMMARY OF REQUEST:
Proposed development: a new, 243-unit, single-family attached and detached development on the
approximately 48.5-acre site known as Campground Road @ Highway 42 (the “Subject Property,” PIDs
089-01001000 and 089-01001003).

Actions:
• Annexation of the subject property from Unincorporated Henry County into the City of Stockbridge.
• Comprehensive Land Use Map Amendment of the subject property from High-Density Residential to
Medium-Density Residential.
• Rezone of the subject property from RA to PUD under the Parkway Mixed Use Overlay.

HIGHWAY 42 NORTH (1778 & 1872) REQUEST
CITY OF STOCKBRIDGE, GA
CITY LIMITS

SITE
LOCATION
CITY LIMITS

HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) ELEVATIONS
CITY OF STOCKBRIDGE, GA
TRANSMITTAL MEMO
RE: Campground Road @ Hwy 42 Rezoning and Annexation Applications
Planners and Engineers Collaborative, Inc. Project No. 19279.00A
On behalf of Meritage Homes

TO: City of Stockbridge Community
4602 North Henry Blvd
Stockbridge, GA 30281
678-833-3347

ATTN: Ryan Anderson
678-833-3340

FROM: Planners and Engineers Collaborative
350 Research Court, Suite 200
Peachtree Corners, GA 30092

C/O Hayley Todd – (757) 508-6593

Enclosed materials:

Rezoning Application
Annexation Application

350 Research Ct, Ste. 200, Peachtree Corners, Georgia 30092  48 Atlanta Street, Marietta, Georgia 30060
Main: (770) 451-2741  Fax: (770) 451-3915
www.pecatl.com
10/7/2024

Re: Letter of Intent – Annexation and PUD Rezoning
Campground Road @ Highway 42
PEC+ Project No. 19279.00A

Dear Community Development Officials,

This application seeks to annex and rezone the approximately 48.5-acre site known as Campground Road
@ Highway 42 (the “Subject Property,” PIDs 089-01001000 and 089-01001003) from RA to PUD under the
Parkway Mixed Use Overlay. Bringing the site from Henry County into the City Limits of Stockbridge and
rezoning to PUD would allow for the development of a new, 243-unit, single-family attached and detached
development.

Site and Proposal

The Subject Property is located along the eastern side of Highway 42 and is bisected by Campground Road.
The site is bordered by the Clark Meadows subdivision to the north, a Georgia Power easement to the
northwest, Highway 42 to the southwest, and Tabernacle of Praise Church to the south across Old
Campground Road. The site is made up of two parcels that total approximately 48.5-acres.

Of the 46.5-acres, approximately 1.5 acres are in a floodplain. Approximately 8.7 acres of the site are
proposed to be used for street right-of-way. The net area of the site is 38.29 acres. The proposed 243-
unit single family subdivision has a net site density of 6.35 units per acre. There would be 142
townhome units and 101 single-family detached lots. The site would have 15 acres of open space
(approximately 30% of the total site area). Elevations are included with this submittal.

The proposed annexation and rezoning would allow for the 48.5-acre site to be annexed into the City
Limits of Stockbridge, rezoned PUD, and be subject to the Parkway Mixed Use overlay district. The
proposal includes 243 new homes.

Rationale for Request

This area is part of the “high-density suburban” character area per the Henry County Comprehensive Plan.
As such, the proposed PUD zoning in Stockbridge is compatible with the underlying designation and is
therefore aligned with the comprehensive plan. The immediate area is characterized by different types of
single family development, including townhomes and detached homes. The proposed development would
fit into the character of the existing context and would present a high quality addition to the overall area.
The development would be compatible and consistent with nearby and adjacent development pattern,
and therefore meets the purpose and intent of the district per the City of Stockbridge UDO.

Constitutional Objections

The portions of the Code of Ordinances and Zoning Ordinance for City of Stockbridge (the “Zoning
Ordinance”) which classifies or conditions the Property into any more or less intensive zoning
classification and/or zoning conditions other than as requested by the Applicant and property owner are
unconstitutional, in that they would destroy the Applicant's and property owner’s property rights without

350 Research Ct, Ste. 200, Peachtree Corners, Georgia 30092  48 Atlanta Street, Marietta, Georgia 30060
Main: (770) 451-2741  Fax: (770) 451-3915
www.pecatl.com
Project No. 19279.00A
10/07/2024

first paying fair, adequate and just compensation for such rights, in violation of Article I, Section I,
Paragraph II of the Constitution of the State of Georgia of 1983, the Due Process Clause of the Fourteenth
Amendment to the Constitution of the United States.

The application of the Zoning Ordinance which presently restricts the Property’s use to the present zoning
classification, uses, regulations, requirements, and conditions is unconstitutional, illegal, null and void,
and constitutes a taking of the Applicant's and the property owner's property rights in violation of the Just
Compensation Clause of the Fifth Amendment and the Due Process Clause of the Fourteenth Amendment
to the Constitution of the United States, Article I, Section I, Paragraphs I and II of the Constitution of the
State of Georgia of 1983, and in violation of the Equal Protection Clause of the Fourteenth Amendment
to the Constitution of the United States by denying economic and viable use of the Property while not
substantially advancing legitimate state interests.

The Property is presently suitable for OSC as proposed in the requested rezoning, as amended by the
Applicant, and is not economically suitable for uses restricted under its present zoning and development
classification, conditions, regulations, and restrictions due to its location, shape, size, surrounding
development, and other factors. A denial of the requested rezoning and related variances would
constitute an arbitrary and capricious act by City of Stockbridge and the City Council without any rational
basis therefore, constituting an abuse of discretion in violation of Article I, Section I, Paragraphs I and II of
the Constitution of the State of Georgia of 1983 and the Due Process Clause of the Fourteenth
Amendment. A refusal by City of Stockbridge and the City Council to approve this requested rezoning,
with only such additional conditions as agreed to by the Applicant and/or owner, so as to permit the only
feasible economic use of the Property, would be unconstitutional between the Applicant, owner, and
similarly situated property owners, in violation of Article I, Section I, Paragraph II of the Constitution of
the State by discriminating of Georgia of 1983 and the Equal Protection Clause of the Fourteenth
Amendment.

Conclusion

The applicant and owner respectfully request that the City of Stockbridge City Council, Planning
Commission and Planning Staff approve and support the Applicant’s rezoning request to allow for
annexation into Stockbridge and the development of a new, single-family attached and detached
subdivision. The developer and their representatives welcome the opportunity to meet with all interested
parties and representatives.

Sincerely,

Hayley Todd
Zoning Manager, Planners and Engineers Collaborative, Inc.

ZONING DESCRIPTION
NORTH TRACT

ALL THAT TRACT OR PARCEL OF LAND lying and being in Land Lots 34 & 35 of the
7TH District, Henry County, Georgia and being more particularly described as follows:

Beginning at the intersection of the northerly right-of-way line of Campground Road
Extension (Variable R/W) with the southeasterly right-of-way line of Union City
Norcross Transmission Line easement; thence along said easement

North 17 degrees 5 minutes 19 seconds East, a distance of 166.16 feet; thence North
17 degrees 9 minutes 14 seconds East, a distance of 769.82 feet; thence leaving saif
right-of-way line North 90 degrees 0 minutes 0 seconds East, a distance of 100.50
feet; thence along the centerline of creek and following the meanderings thereof the
following:

South 59 degrees 33 minutes 13 seconds East, a distance of 31.21 feet; thence South
38 degrees 8 minutes 20 seconds East, a distance of 206.68 feet; thence South 49
degrees 39 minutes 57 seconds East, a distance of 75.01 feet; thence South 49
degrees 6 minutes 3 seconds East, a distance of 103.84 feet; thence South 22
degrees 50 minutes 31 seconds East, a distance of 106.11 feet; thence South 54
degrees 29 minutes 7 seconds East, a distance of 210.47 feet; thence South 37
degrees 27 minutes 40 seconds East, a distance of 138.14 feet; thence South 6
degrees 28 minutes 54 seconds West, a distance of 130.40 feet; thence South 39
degrees 50 minutes 1 second East, a distance of 118.45 feet; thence South 10
degrees 0 minutes 45 seconds East, a distance of 101.77 feet; thence South 23
degrees 35 minutes 52 seconds East, a distance of 178.34 feet; thence South 63
degrees 4 minutes 32 seconds East, a distance of 53.02 feet; thence South 67
degrees 29 minutes 2 seconds East, a distance of 27.86 feet;

thence leaving said creek North 89 degrees 29 minutes 28 seconds East, a distance of
353.55 feet; thence South 01 degree 53 minutes 24 seconds West, a distance of
448.96 feet to a point on said right-of-way line of Campground Road Extension; thence
along said right-of-way the following courses and distances:
North 50 degrees 59 minutes 10 seconds West, a distance of 448.30 feet; thence
North 38 degrees 57 minutes 59 seconds East, a distance of 90.01 feet; thence North
50 degrees 59 minutes 32 seconds West, a distance of 49.01 feet; thence South 39
degrees 38 minutes 49 seconds West, a distance of 90.00 feet; thence North 50
degrees 59 minutes 12 seconds West, a distance of 475.68 feet; thence 456.46 feet
along an arc of a curve to the left having a radius of 710.00 feet and a chord bearing
and distance of North 69 degrees 24 minutes 11 seconds West 448.64 feet to a point;
thence North 16 degrees 31 minutes 45 seconds West, a distance of 81.89 feet;
thence South 82 degrees 3 minutes 52 seconds West, a distance of 122.49 feet;
thence South 8 degrees 40 minutes 2 seconds East, a distance of 70.00 feet; thence
94.93 feet along an arc of a curve to the left having a radius of 709.99 feet and a chord
bearing and distance of South 77 degrees 28 minutes 36 seconds West 94.86 feet to a
point; thence South 68 degrees 22 minutes 54 seconds West, a distance of 130.83 feet
to the POINT OF BEGINNING.
Said Tract containing 16.12 acres.
ZONING DESCRIPTION
SOUTH TRACT

ALL THAT TRACT OR PARCEL OF LAND lying and being in Land Lots 34 & 35 of the
7TH District, Henry County, Georgia and being more particularly described as follows:

Beginning at the intersection of the northerly right-of-way line of Campground Road
(80’ R/W) with the northeasterly right-of-way line of State Route 43, aka U.S. Hwy 23
(90’ R/W), thence along said right-of-way of State Route 43, aka U.S. Hwy 23 North 33
degrees 37 minutes 41 seconds West, a distance of 120.45 feet; thence North 33
degrees 18 minutes 45 seconds West, a distance of 777.39 feet; thence North 33
degrees 19 minutes 8 seconds West, a distance of 385.29 feet; thence North 17
degrees 3 minutes 32 seconds East, a distance of 197.64 feet to a point on the
southerly right-of-way line of Campground Road Extension (Variable R/W); thence
along said right-of-way the following courses and distances:

North 56 degrees 31 minutes 15 seconds East, a distance of 34.69 feet; thence 214.32
feet along an arc of a curve to the right having a radius of 610.00 feet and a chord
bearing and distance of North 66 degrees 35 minutes 18 seconds East 213.22 feet to a
point; thence 163.44 feet along an arc of a curve to the right having a radius of 610.00
feet and a chord bearing and distance of North 84 degrees 19 minutes 45 seconds
East 162.95 feet to a point; thence South 01 degree 59 minutes 46 seconds West, a
distance of 30.00 feet; thence South 85 degrees 59 minutes 24 seconds East, a
distance of 40.42 feet; thence North 5 degrees 59 minutes 50 seconds East, a distance
of 30.00 feet; thence 351.48 feet along an arc of a curve to the right having a radius of
610.00 feet and a chord bearing and distance of South 67 degrees 29 minutes 37
seconds East 346.64 feet to a point; thence South 50 degrees 59 minutes 9 seconds
East, a distance of 485.70 feet; thence South 39 degrees 0 minutes 1 second West, a
distance of 10.00 feet; thence South 50 degrees 59 minutes 5 seconds East, a
distance of 30.00 feet; thence North 39 degrees 0 minutes 1 second East, a distance
of 10.00 feet; thence South 50 degrees 59 minutes 12 seconds East, a distance of
534.07 feet;

thence leaving said right-of-way line South 01 degree 53 minutes 24 seconds West, a
distance of 552.54 feet; thence South 87 degrees 57 minutes 30 seconds West, a
distance of 756.46 feet; thence North 4 degrees 46 minutes 22 seconds West, a
distance of 122.05 feet; thence North 60 degrees 7 minutes 20 seconds West, a
distance of 43.45 feet; thence South 66 degrees 33 minutes 29 seconds West, a
distance of 32.12 feet; thence South 26 degrees 41 minutes 17 seconds East, a
distance of 72.23 feet; thence South 4 degrees 6 minutes 29 seconds West, a distance
of 67.91 feet; thence South 87 degrees 57 minutes 30 seconds West, a distance of
93.89 feet to the POINT OF BEGINNING.

Said Tract containing 32.42 acres.
Henry County, GA

Parcel Results 20 Results

Parcel ID  Owner  Property Address 
070E01072000 SUMMITT AT EAGLES LANDING HOMEOWNERS ASSOC INC SUMMIT VIEW DR

071-01033000 S ATLANTA CONFERENCE 1978 HIGHWAY 42 N

071-01034015 A4 INVESTMENTS LLC 204 WEST CAMPGROUND RD

071-01034016 CAMPGROUND CENTER LLC 100-140 WEST CAMPGROUND RD

071-01034020 HOPEWELL CAPITAL LLC, THE PATTERSON REAL EST GRP L WEST CAMPGROUND RD

071Q01200000 MERITAGE HOMES OF GEORGIA INC

088C01028000 WILLIAMS TANESHA 297 WHITNEY LN

088C01029000 HOQUE RIAJ AL 301 WHITNEY LN

089-01001000 ROWAN FAMILY REAL ESTATE LLC 1872 HIGHWAY 42 N

089-01001003 ROWAN PROPERTIES LP 1778 HIGHWAY 42 N

089-01001021 THE KOLODKIN FAMILY LIMITED PARTNERSHIP 1775-1789 HIGHWAY 42 N

089-01002000 STEWART JAMES L 101 CAMPGROUND RD

089-01002001 YONKERS LLC CAMPGROUND RD

089-01009003 SUSHRUT LLC

089-02048002 O'REILLY AUTOMOTIVE INC 1765 HIGHWAY 42 HWY N

089-02049005 TABERNACLE OF PRAISE CHURCH INTNL INC 1640 HIGHWAY 42 N

089F01015000 FAUR CYNTHIA G W 157 CROWN WALK

089F01016000 MAUSHARDT THERESA A & 158 CROWN WALK

Mailing Labels 20 Results
Select export file format:

Address labels (5160) Show Parcel ID on Label

International mailing labels that exceed 5 lines are not supported on the Address labels (5160). For international addresses, please
use the xlsx, csv or tab download formats.
Skip Labels 0
For best results, uncheck "Fit to Page" in your print settings.

Download

Data contained on this website represent a work in progress toward completion of the annual tax digest. As such, data is subject to change at any time. Contact Us Developed by
Ownership and map information correspond with the most current information processed by our office. Search deed records at the Henry County
Courthouse to ensure the most current ownership information. Parcel lines depicted on the maps do not reflect a true and exact representation of
property boundaries. Contact 770-288-7526 to verify zoning.
| User Privacy Policy | GDPR Privacy Notice
Last Data Upload: 10/7/2024, 12:15:24 AM
350 RESEARCH COURT
SUITE 200
PEACHTREE CORNERS, GA 30092

9/27/2023

City of Stockbridge Community Development
4602 North Henry Blvd
Stockbridge, GA 30281

Re: Campground – Water Sewer Letter
Planners and Engineers Collaborative, Inc. Project No: 19279.00A

Please be advised, Planners and Engineers Collaborative requested the water/sewer service letter on or before the
date referenced above. We have yet to receive documentation but will furnish the letter to Stockbridge as soon as
we receive it.

Sincerely,
Planners and Engineers Collaborative, Inc.
Ramona Booker
Email rbooker@pec.plus
Phone number 678-684-6227

P: 770.451.2741 + F: 770.451.3915 + WWW.PEC.PLUS 1
350 RESEARCH COURT
SUITE 200
PEACHTREE CORNERS, GA 30092

9/27/2023

Henry County Water Authority, Engineering Division
100 Westridge Industrial Blvd
McDonough, GA 30253
Phone # 678-583-3800

Re: Campground – Water Sewer Letter–
Planners and Engineers Collaborative, Inc. Project No: 19279.00A

Dear HWCA Engineering Division

Planners and Engineers Collaborative, Inc. (PEC) is submitting this letter of intent as required to fulfill the water
/sewer availability letter request for parcel ID’s 089-01001003, 089-01001000 currently zoned RA. At present PEC
is working through due diligence with our client who is proposing a PUD subdivision of total 243 units. The
community would consist of 142 Townhome units and 101 Single Family homes. The Subject Property is located
along Hwy 42 and Campground Rd in Mcdonough GA. The site is made up of two parcels that total approximately
+-48.597-acres.

Attached are documents per your request. If there is anything else you may need, please reach out to me at
htodd@pec.plus who is the point of contact for this project. Thank you for your time and assistance.

Current jurisdiction: RA – Henry County
Proposed jurisdiction PUD– City of Stockbridge

The developer and their representatives welcome the opportunity to meet with all interested parties and
representatives.

Sincerely,
Planners and Engineers Collaborative, Inc.
Ramona Booker
Email rbooker@pec.plus
Phone number 678-684-6227

P: 770.451.2741 + F: 770.451.3915 + WWW.PEC.PLUS 1
sewer tie-in 2

sewer tie-in

water

water
water
From: Kenneth Wood <Kwood@pec.plus>
Sent: Wednesday, November 6, 2024 4:01 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson <randerson@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
This is for the Campground at Highway 42 Meritage Homes subdivision that is on both sides of
Campground.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and Engineers
Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers Collaborative; and they
are not to be used or modified in whole or in part, for any purpose or project other than the project for which they have been prepared without
waiving all claims against Planners and Engineers Collaborative and indemnifying for any damage, liability or cost, including defense cost arising
from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be deemed a
sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either express or implied, of
merchantability and fitness for any particular purpose.

From: Kenneth Wood
Sent: Wednesday, November 6, 2024 4:00 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Subject: 30-day deferral to December Planning Commission

Keedra and Ryan,
After meeting with the District Council and Mayor Pro-tem about what they would like to
see in their area we would like to request a deferral away from the November cycle to
the December cycle to give us time to resubmit a new plan and meet with the council
members.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and
Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers
Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other than the project for
which they have been prepared without waiving all claims against Planners and Engineers Collaborative and indemnifying for any
damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be
deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either
express or implied, of merchantability and fitness for any particular purpose.
RE: 30-day deferral to December Planning Commission

Yes, the attached plan

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and Engineers
Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers Collaborative; and they
are not to be used or modified in whole or in part, for any purpose or project other than the project for which they have been prepared without
waiving all claims against Planners and Engineers Collaborative and indemnifying for any damage, liability or cost, including defense cost arising
from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be deemed a
sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either express or implied, of
merchantability and fitness for any particular purpose.

From: Keedra Jackson <kjackson@stockbridgega.org>
Sent: Thursday, November 21, 2024 1:36 PM
To: Kenneth Wood <Kwood@pec.plus>; Ryan Anderson <randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

For our records, we are discussing the deferral of 1778 and 1842 Highway 42,
correct?

Thanks Kenneth.

Keedra T. Jackson, Chief Planner
Community Development Department
Planning & Zoning Division
4602 North Henry Boulevard
Stockbridge, GA 30281
Main Ph: (770)389-7900 Ext 267
Direct Ph: (678)833-3329
Mobile: (678)674-3080
Email: kjackson@stockbridgega.org
Website: www.stockbridgega.org

From: Kenneth Wood <Kwood@pec.plus>
Sent: Thursday, November 21, 2024 1:28 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
After meeting with the district Commissioner to get feedback on the proposal we realized
that we needed to take another look at adding commercial to the plan. In addition, we
are looking at making the townhomes wider so that they have larger min. SF.
We are also adding multi-use paths around the site. We need the extra time to be able
to complete new plans and ideas.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and
Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers
Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other than the project for
which they have been prepared without waiving all claims against Planners and Engineers Collaborative and indemnifying for any
damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be
deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either
express or implied, of merchantability and fitness for any particular purpose.
From: Keedra Jackson <kjackson@stockbridgega.org>
Sent: Thursday, November 21, 2024 1:01 PM
To: Kenneth Wood <Kwood@pec.plus>; Ryan Anderson
<randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Greetings Kenneth,

For our records that you are requesting a deferral of a specific property,
could you please reply to this email stating the specific property you are
requesting a deferral on?

Thank you much.

Keedra T. Jackson, Chief Planner
Community Development Department
Planning & Zoning Division
4602 North Henry Boulevard
Stockbridge, GA 30281
Main Ph: (770)389-7900 Ext 267
Direct Ph: (678)833-3329
Mobile: (678)674-3080
Email: kjackson@stockbridgega.org
Website: www.stockbridgega.org

From: Kenneth Wood <Kwood@pec.plus>
Sent: Wednesday, November 6, 2024 4:00 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Subject: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
Keedra and Ryan,
After meeting with the District Council and Mayor Pro-tem about what they would
like to see in their area we would like to request a deferral away from the
November cycle to the December cycle to give us time to resubmit a new plan
and meet with the council members.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners
and Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and
Engineers Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other
than the project for which they have been prepared without waiving all claims against Planners and Engineers
Collaborative and indemnifying for any damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by
The Client be deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no
warranties, either express or implied, of merchantability and fitness for any particular purpose.

CAUTION: This email originated from outside the organization. Do not click links or
open attachments unless you recognize the sender and know the content is safe.

CAUTION: This email originated from outside the organization. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

P: (770) 451-2741 F: (770) 451-3915

This drawing is the property of Planners and Engineers Collaborative and is not to be copied in whole or in part.
WWW.PEC.PLUS

SITE LOCATION

It is not to be used on any other project and is to be returned upon request. c Planners and Engineers Collaborative.
Planners & Engineers Collaborative+

LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING
ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES

350 RESEARCH COURT STE 200
PEACHTREE CORNERS, GA 30092
FEMA FIRM MAP
NOT TO SCALE
PROJECT

HWY 42 @
CAMPGROUND
ROAD
A MASTER PLANNED RESIDENTIAL
TRACT "B" SITE LOCATION
DEVELOPMENT
D 16.176 ACRES AT

HIGHWAY 42 @ CAMPGROUND ROAD
MCDONOUGH, GA 30253

HENRY COUNTY, GEORGIA

FOR
SITE LOCATION MAP MERITAGE HOMES
NOT TO SCALE

MUNICIPALITY PROJECT #

REVISIONS
F NO. DATE BY DESCRIPTION

TRACT "A"
THIS SEAL IS ONLY VALID IF COUNTER SIGNED
32.859 ACRES AND DATED WITH AN ORIGINAL SIGNATURE.

J:\2019\1927900A\De\Concepts & Exhibits\Zoning\19279.00A - Site - Zone1.dwg - MKipp - 10/7/2024 1:22 PM

GSWCC LEVEL II DESIGN PROFESSIONAL
CERTIFICATION # 0000059389 EXP. 10/28/2024

ZONING BOUNDARY
EXHIBIT
0 60 120 240 360

SCALE: 1" = 120'
DATE: 09/16/2024
PROJECT: 19279.00A
GRID NORTH

Z1.2

www.Georgia811.com
Knowwhat'sbelow.
Callbefore you dig.
SHEET
GEORGIA WEST ZONE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
81
800 810
760 P: (770) 451-2741 F: (770) 451-3915

This drawing is the property of Planners and Engineers Collaborative and is not to be copied in whole or in part.
830
780
830 WWW.PEC.PLUS
76 78 CITY OF
790 0 0
STOCKBRIDGE 820
ZONED: SITE LOCATION
RA 800 800
A 800

810 LAND TO NOT BE ANNEXED
AND LEFT IN HENRY COUNTY
ZONED:
RA 50' 82
810
810
820 ZONED: ZONED: ZONED: ZONED:

It is not to be used on any other project and is to be returned upon request. c Planners and Engineers Collaborative.
ZONED: ZONED:
R2 R2 R2 R2
ZONED: ZONED: R2 R2
C2 0 R2 800
780 77
780
Planners & Engineers Collaborative+
B T 83
ESM 80
LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING
84
ER 50
25
ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES
R4 TA 800
OW 0 'U
810
TE
830
85 75
IS ST 350 RESEARCH COURT STE 200
M T R ZONED:
U 800
AP R5
PE
VI
BE
EA
770M R2 ZONED:
PEACHTREE CORNERS, GA 30092
D BU ZONED:
820 O
790
RGI 86 U
ST
ST
EA
FF
ER
ZONED:
R2
R2
ZONED:
R2
ZONED:
R2 ZONED:
R2 FEMA FIRM MAP
R M R2 82 NOT TO SCALE
ACK EA BU
PROJECT
GEO
M FF
87 SET 82 SE E7R
AND
0 TB 70
800 BAC 79
CK AC
C SCA K TBA
800
PE B 88 BAC
HWY 42 @
STORMWATER
0' R 81 7 810 810
UFF OW
T SE K MANAGEMENT 80
20' F
ER SET 780
RON
ZONED:
89 W/ 5 RON
20' R 80
ZONED:
RA
RA
ZONED:
RA 810
EAR
SET
90
OAD 20' F

79
20' R
EAR
770 CAMPGROUND
B 28' R
25' L
91
78 77
20' R
GREEN
SPACE

EAR
78
820 ROAD
820
76
SET
BAC SITE LOCATION
A MASTER PLANNED RESIDENTIAL
75 81
0 DEVELOPMENT
83 92 74
0 R4
0 73
83 20' F 72 AT
0 RON
28' R
OAD SET
BAC
T 71 780
93 W/ 5 K 70 780
POCKET 20' F
0' R
O W
83
0 HIGHWAY 42 @ CAMPGROUND ROAD
RON
R5 PARK
94 T SE
TBA MCDONOUGH, GA 30253
95 CK
800 0
79 100- YEAR FLOOD PLAIN 790
96
97 HENRY COUNTY, GEORGIA
98 790 100 Y
82
20' R 99 EAR F
20' L EAR LOOD 790

10' PLANTING ZONE &
A NDS
CAP
SET 100 P LAIN
810 E ST BACK 101
10' PEDESTRIAN ZONE RIP
810 MAIL FOR
KIOSK 800
E 82
790
LOCATION OF STREAM
TO BE FIELD VERIFIED 790
SITE LOCATION MAP MERITAGE HOMES
GREEN
SPACE
800 800 820 NOT TO SCALE
83
A D RIP AR SET
BAC
K 800 ZONED: SITE DATA:
RO
T RA
ES 20' R
0 830 AP E MUNICIPALITY PROJECT #
ND
83 SITE AREA 48.54 ACRES
AT
S C ℄ R20
ND 10 ST
U ' LA 9 8
25'
RO 20 0 ZONING
11 7 81
BEGINNING OF STREAM
G 12 00 75 ER
0 EXISTING ZONING RA
FF
TO BE FIELD VERIFIED 82
830
830 AM
820
℄ R2
6 STORMWATER
' IM
PE 'U BU PROPOSED ZONING PUD (PLANNED UNIT DEVELOPMENT)
REVISIONS
C AM
810 US 50
81
MANAGEMENT 2 0' RV
IO ND
RE 800 82 0 810
ST
LA IS 0 EXISTING OVERLAY DISTRICT HIGHWAY CORRIDOR OVERLAY DISTRICT NO. DATE BY DESCRIPTION
F R5
5 ND ST
R TU
5 20 S RB PMU (PARKWAY MIXED USE)
CA M ED
PROPOSED OVERLAY DISTRICT
'R POCKET EA
PE 25' LANDSCAPE BUFFER
4 R PARK
82 SE BU 840 800 EXISTING ZONING JURISDICTION HENRY COUNTY
GREEN
R4
0 EA 0 ST
TB
A FF

SPACE 830
48 20
SE
RI
P CK
ER
800 PROPOSED ZONING JURISDICTION CITY OF STOCKBRIDGE
CITY OF 47 49 S 3 A MAIL 820
TB
NT KIOSK 69 USE CALCULATIONS
RO
142
STOCKBRIDGE CK 20 ST
50 ET 2 141
'L O 68 TOTAL SITE AREA 48.54 ACRES
AN RM

25' LANDSCAPE BUFFER
140 AN
BA

20' REAR SETBACK
AG W
HW
℄R 139 DS
CK 20 CA EM ATE STREET RIGHT-OF-WAY AREA 8.76 ACRES
13 46 51 0 138
EN R 0
0 Y 1 830137
PE
T 82FLOOD HAZARD AREA 1.54 ACRES
82 ST
830 RI
67 83
42 14 52 136 P 0 NET SITE AREA 38.24 ACRES
45 135
G 20 20 ' 134 SINGLE FAMILY LAND USE 25.22 NET ACRES
15 S FR 20 53 MAIL 133
NT 44 ZONED: TOWNHOME LAND USE 13.02 NET ACRES
10' PLANTING ZONE & T 'R 20 '
KIOSK 132 66
RO ON 28 ' RA
20 R
ON
131
10' PEDESTRIAN ZONE 'L 16 EA A TOTAL 24'x50' TOWNHOME UNITS 142 UNITS (10.91 UPA)
ET SE FR RO
CK 43 SE 54 130
20
84B0A BA TB 1
T K TS D
129 ' LA 65 TOTAL SINGLE FAMILY LOTS 101 LOTS (4.00 UPA)
SE RIP CK K W 2
830 84 17 AC AC 20 55 BA 0'
AMENITY/POOL 128 N
DS 243 UNITS (6.35 UPA)
R T TB ET
TOTAL UNITS/ DENSITY
EA E S 42 /5
'R 28 127 830CAP
840
'R P 'R R CK RO 'R
20 SCA 28 126 E PROPOSED SFD SETBACK REQUIREMENTS
EA 840
OA ST
D 18 OA 56 W CABANA 6 D 125
RI
ZONED: AN 41 A W P
TB
D /5 FRONT SETBACK 20 FEET
RM
SE
124
840
W 0'
19 /5
CK
57 850
7 RO 123 SIDE SETBACK 7.5 FEET
R 40 W 122
0' 850 8

20 OW BARK GREEN 9
121 CA REAR SETBACK 20 FEET
H 850 58 SPACE 120
M 10' PLANTING ZONE &
39 PARK 10 850 840
REQUIRED BUFFERS 25 FEET
11
119
PG 10' PEDESTRIAN ZONE
850
840 21 59 36
RO PROPOSED TH SETBACK REQUIREMENTS
38 35
12
34
M TOR
UN FRONT SETBACK 15 FEET
THIS SEAL IS ONLY VALID IF COUNTER SIGNED
60 13
33 37
AN M
85
0 37 20
0 14 AG W
RO
SIDE SETBACK 10 FEET AND DATED WITH AN ORIGINAL SIGNATURE.
℄R 15
32 38 EM ATE
EN R REAR SETBACK 20 FEET
850 61 16 850
39
T AD
22 36 31 40
REQUIRED BUFFERS 25 FEET
ZONED: 860 17
30
41
ZONED:
COURTYARD 0
C3 62 R 25 RA DEVELOPMENT STANDARDS
35

J:\2019\1927900A\De\Concepts & Exhibits\Zoning\19279.00A - Site - Zone1.dwg - MKipp - 10/7/2024 1:40 PM
29 ℄
23 28 MIN DEVELOPMENT SIZE 3 CONTIGUOUS ACRES
20 26 63 27
34
HW
'F 'R MUST INCLUDE MINIMUM OF TWO (2)
I 24 OA
26 118
ZONED: 20 NT 00
45 44 43 42 REQUIREMENTS FOR LAND USE DIFFERENT USES AND/OR TWO (2) TYPES OF
RO
D 50 47 46
EA
49 48
C1 Y W 64 ℄ R2 52 51 117 VARIED HOUSING OPTIONS. (2.4.14.B.2.)
830 'R 33
42 R 25 SE /5
0' 116
PROPOSED SF MINIMUM LOT SIZE 5,000 SF
0 SE TB
85 K RO 115
ZONED: TB AC W 48
32 25
PROPOSED MINIMUM SFD LOT WIDTH 50 FEET GSWCC LEVEL II DESIGN PROFESSIONAL
0 85
C1 AC 26 ℄
24 114 CERTIFICATION # 0000059389 EXP. 10/28/2024

25' LANDSCAPE BUFFER
20' REAR 84 K EXTERIOR LANDSCAPED STRIPS 20 FEET
SETBACK 31 23

27 22
53 OPEN SPACE CALCULATIONS

ZONING SITE
54 63 64 65 66 113
55 57 58 59 60 61 62 0
860 AR 56
84

7.5' SIDE SETBACK
860 112 0
REQUIRED OPEN SPACE 20% (9.719 ACRES)
28 21 D

7.5' SIDE SETBACK
84

7.5' SIDE SETBACK
TY
20 111
CO COURTYARD ZONED: 85 OPEN SPACE PROPOSED 15.67 ACRES (32.2%)

AN
20 870
29 18
19 UR
68 67
110 RA
PARKING REQUIREMENTS PLAN
7.5' SIDE SETBACK
200 71 70 69 109
J SC 0
87 30 83 82 81 80 79 78 77 76 75 74 73 72
PROPOSED RESIDENT PARKING (2 SPACES
℄R 486 SPACES
AP PER UNIT)
850 108 0 60 120 240 360
860 ST 85
0 PROPOSED AMENITY PARKING 37 SPACES
ZONED: RI GREEN 28' ROAD W/ 50' ROW 107
P PROPOSED GUEST PARKING 27 SPACES
20' FRONT C3 SPACE 106 ZONED: SCALE: 1" = 120'
SETBACK ZONED: ZONED: RA TOTAL PARKING PROVIDED 550 SPACES
RM RM 86
0 10' PLANTING 60
ZONE &
84
85 96 97 98 99 100 101 102 103
105
DATE: 10/07/2024
86 90 91 92 93 94 95
89
10' PEDESTRIAN ZONE 87 88 104
850 PROJECT: 19279.00A
86
28' PUBLIC DRIVE 860
25' LANDSCAPE BUFFER
GRID NORTH
W/ 50' R/W 850
860

840 ZONED: 860
K 850

Z1
RM 860 R

830
www.Georgia811.com
850
ZONED: ZONED: RA
ZONED: Knowwhat'sbelow.
RM
TYPICAL LOT LAYOUT RM
ZONED:
Callbefore you dig.
ZONED: RA
RM ZONED:
NOT TO SCALE EXISTING CEMETERY SHEET
86C2
0 GEORGIA WEST ZONE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
City of Stockbridge
MEETING DATE
AGENDA ITEM
FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
REZONING CASE #RZ-2024-10. Consideration of rezoning request to assign the assign the zoning districts of PUD
(Planned Unit Development) and PMU (Parkway Mixed-Use) Overlay District to two parcels at 1778 & 1872 Highway
42, if and after Annexation Case #AX-2024-02 is approved, to allow for the construction of a mixed-residential
development with 142 townhomes and 101 single-family detached homes. Property Owner: Rowan Properties, LP.
Applicant: Meritage Homes, c/o Clay Kirkley. Agent: Hayley Todd, PEC+. Property size: 48.59+/- acres.

BACKGROUND INFORMATION:
Staff recommendation—Approval. However, on November 21, 2024, the applicant submitted a deferral
letter to request a 30-day deferral until the December 19, 2024 Planning Commission meeting. The
Planning Commission therefore deferred this case at its November 21, 2024 meeting. The Staff therefore
recommends deferral.

APPROVALS: CITY MANAGER FINANCIAL IMPACT N/A
CITY TREASURER AMOUNT $
CITY ATTORNEY
GRANTS ADMIN. ATTACHMENTS:
ITEM/PROJECT/EVENT:
REZONING CASE #RZ-2024-10 FOR TWO PARCELS AT 1778 & 1872 HIGHWAY 42 NORTH.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION: DEFERRAL TO THE DECEMBER 19, 2024 PLANNING
COMMISSION MEETING.

Staff Signature

HIGHWAY 42 NORTH REZONING

400 ft
SITE
LOCATION

HIGHWAY 42 NORTH (1778 & 1872) SITE LOCATION
CITY OF STOCKBRIDGE, GA
SUMMARY OF REQUEST:
Proposed development: a new, 243-unit, single-family attached and detached development on the
approximately 48.5-acre site known as Campground Road @ Highway 42 (the “Subject Property,” PIDs
089-01001000 and 089-01001003).

Actions:
• Annexation of the subject property from Unincorporated Henry County into the City of Stockbridge.
• Comprehensive Land Use Map Amendment of the subject property from High-Density Residential to
Medium-Density Residential.
• Rezone of the subject property from RA to PUD under the Parkway Mixed Use Overlay.

HIGHWAY 42 NORTH (1778 & 1872) REQUEST
CITY OF STOCKBRIDGE, GA
CITY LIMITS

SITE
LOCATION
CITY LIMITS

HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) SITE PLAN RENDERING
CITY OF STOCKBRIDGE, GA
HIGHWAY 42 NORTH (1778 & 1872) ELEVATIONS
CITY OF STOCKBRIDGE, GA
TRANSMITTAL MEMO
RE: Campground Road @ Hwy 42 Rezoning and Annexation Applications
Planners and Engineers Collaborative, Inc. Project No. 19279.00A
On behalf of Meritage Homes

TO: City of Stockbridge Community
4602 North Henry Blvd
Stockbridge, GA 30281
678-833-3347

ATTN: Ryan Anderson
678-833-3340

FROM: Planners and Engineers Collaborative
350 Research Court, Suite 200
Peachtree Corners, GA 30092

C/O Hayley Todd – (757) 508-6593

Enclosed materials:

Rezoning Application
Annexation Application

350 Research Ct, Ste. 200, Peachtree Corners, Georgia 30092  48 Atlanta Street, Marietta, Georgia 30060
Main: (770) 451-2741  Fax: (770) 451-3915
www.pecatl.com
10/7/2024

Re: Letter of Intent – Annexation and PUD Rezoning
Campground Road @ Highway 42
PEC+ Project No. 19279.00A

Dear Community Development Officials,

This application seeks to annex and rezone the approximately 48.5-acre site known as Campground Road
@ Highway 42 (the “Subject Property,” PIDs 089-01001000 and 089-01001003) from RA to PUD under the
Parkway Mixed Use Overlay. Bringing the site from Henry County into the City Limits of Stockbridge and
rezoning to PUD would allow for the development of a new, 243-unit, single-family attached and detached
development.

Site and Proposal

The Subject Property is located along the eastern side of Highway 42 and is bisected by Campground Road.
The site is bordered by the Clark Meadows subdivision to the north, a Georgia Power easement to the
northwest, Highway 42 to the southwest, and Tabernacle of Praise Church to the south across Old
Campground Road. The site is made up of two parcels that total approximately 48.5-acres.

Of the 46.5-acres, approximately 1.5 acres are in a floodplain. Approximately 8.7 acres of the site are
proposed to be used for street right-of-way. The net area of the site is 38.29 acres. The proposed 243-
unit single family subdivision has a net site density of 6.35 units per acre. There would be 142
townhome units and 101 single-family detached lots. The site would have 15 acres of open space
(approximately 30% of the total site area). Elevations are included with this submittal.

The proposed annexation and rezoning would allow for the 48.5-acre site to be annexed into the City
Limits of Stockbridge, rezoned PUD, and be subject to the Parkway Mixed Use overlay district. The
proposal includes 243 new homes.

Rationale for Request

This area is part of the “high-density suburban” character area per the Henry County Comprehensive Plan.
As such, the proposed PUD zoning in Stockbridge is compatible with the underlying designation and is
therefore aligned with the comprehensive plan. The immediate area is characterized by different types of
single family development, including townhomes and detached homes. The proposed development would
fit into the character of the existing context and would present a high quality addition to the overall area.
The development would be compatible and consistent with nearby and adjacent development pattern,
and therefore meets the purpose and intent of the district per the City of Stockbridge UDO.

Constitutional Objections

The portions of the Code of Ordinances and Zoning Ordinance for City of Stockbridge (the “Zoning
Ordinance”) which classifies or conditions the Property into any more or less intensive zoning
classification and/or zoning conditions other than as requested by the Applicant and property owner are
unconstitutional, in that they would destroy the Applicant's and property owner’s property rights without

350 Research Ct, Ste. 200, Peachtree Corners, Georgia 30092  48 Atlanta Street, Marietta, Georgia 30060
Main: (770) 451-2741  Fax: (770) 451-3915
www.pecatl.com
Project No. 19279.00A
10/07/2024

first paying fair, adequate and just compensation for such rights, in violation of Article I, Section I,
Paragraph II of the Constitution of the State of Georgia of 1983, the Due Process Clause of the Fourteenth
Amendment to the Constitution of the United States.

The application of the Zoning Ordinance which presently restricts the Property’s use to the present zoning
classification, uses, regulations, requirements, and conditions is unconstitutional, illegal, null and void,
and constitutes a taking of the Applicant's and the property owner's property rights in violation of the Just
Compensation Clause of the Fifth Amendment and the Due Process Clause of the Fourteenth Amendment
to the Constitution of the United States, Article I, Section I, Paragraphs I and II of the Constitution of the
State of Georgia of 1983, and in violation of the Equal Protection Clause of the Fourteenth Amendment
to the Constitution of the United States by denying economic and viable use of the Property while not
substantially advancing legitimate state interests.

The Property is presently suitable for OSC as proposed in the requested rezoning, as amended by the
Applicant, and is not economically suitable for uses restricted under its present zoning and development
classification, conditions, regulations, and restrictions due to its location, shape, size, surrounding
development, and other factors. A denial of the requested rezoning and related variances would
constitute an arbitrary and capricious act by City of Stockbridge and the City Council without any rational
basis therefore, constituting an abuse of discretion in violation of Article I, Section I, Paragraphs I and II of
the Constitution of the State of Georgia of 1983 and the Due Process Clause of the Fourteenth
Amendment. A refusal by City of Stockbridge and the City Council to approve this requested rezoning,
with only such additional conditions as agreed to by the Applicant and/or owner, so as to permit the only
feasible economic use of the Property, would be unconstitutional between the Applicant, owner, and
similarly situated property owners, in violation of Article I, Section I, Paragraph II of the Constitution of
the State by discriminating of Georgia of 1983 and the Equal Protection Clause of the Fourteenth
Amendment.

Conclusion

The applicant and owner respectfully request that the City of Stockbridge City Council, Planning
Commission and Planning Staff approve and support the Applicant’s rezoning request to allow for
annexation into Stockbridge and the development of a new, single-family attached and detached
subdivision. The developer and their representatives welcome the opportunity to meet with all interested
parties and representatives.

Sincerely,

Hayley Todd
Zoning Manager, Planners and Engineers Collaborative, Inc.

ZONING DESCRIPTION
NORTH TRACT

ALL THAT TRACT OR PARCEL OF LAND lying and being in Land Lots 34 & 35 of the
7TH District, Henry County, Georgia and being more particularly described as follows:

Beginning at the intersection of the northerly right-of-way line of Campground Road
Extension (Variable R/W) with the southeasterly right-of-way line of Union City
Norcross Transmission Line easement; thence along said easement

North 17 degrees 5 minutes 19 seconds East, a distance of 166.16 feet; thence North
17 degrees 9 minutes 14 seconds East, a distance of 769.82 feet; thence leaving saif
right-of-way line North 90 degrees 0 minutes 0 seconds East, a distance of 100.50
feet; thence along the centerline of creek and following the meanderings thereof the
following:

South 59 degrees 33 minutes 13 seconds East, a distance of 31.21 feet; thence South
38 degrees 8 minutes 20 seconds East, a distance of 206.68 feet; thence South 49
degrees 39 minutes 57 seconds East, a distance of 75.01 feet; thence South 49
degrees 6 minutes 3 seconds East, a distance of 103.84 feet; thence South 22
degrees 50 minutes 31 seconds East, a distance of 106.11 feet; thence South 54
degrees 29 minutes 7 seconds East, a distance of 210.47 feet; thence South 37
degrees 27 minutes 40 seconds East, a distance of 138.14 feet; thence South 6
degrees 28 minutes 54 seconds West, a distance of 130.40 feet; thence South 39
degrees 50 minutes 1 second East, a distance of 118.45 feet; thence South 10
degrees 0 minutes 45 seconds East, a distance of 101.77 feet; thence South 23
degrees 35 minutes 52 seconds East, a distance of 178.34 feet; thence South 63
degrees 4 minutes 32 seconds East, a distance of 53.02 feet; thence South 67
degrees 29 minutes 2 seconds East, a distance of 27.86 feet;

thence leaving said creek North 89 degrees 29 minutes 28 seconds East, a distance of
353.55 feet; thence South 01 degree 53 minutes 24 seconds West, a distance of
448.96 feet to a point on said right-of-way line of Campground Road Extension; thence
along said right-of-way the following courses and distances:
North 50 degrees 59 minutes 10 seconds West, a distance of 448.30 feet; thence
North 38 degrees 57 minutes 59 seconds East, a distance of 90.01 feet; thence North
50 degrees 59 minutes 32 seconds West, a distance of 49.01 feet; thence South 39
degrees 38 minutes 49 seconds West, a distance of 90.00 feet; thence North 50
degrees 59 minutes 12 seconds West, a distance of 475.68 feet; thence 456.46 feet
along an arc of a curve to the left having a radius of 710.00 feet and a chord bearing
and distance of North 69 degrees 24 minutes 11 seconds West 448.64 feet to a point;
thence North 16 degrees 31 minutes 45 seconds West, a distance of 81.89 feet;
thence South 82 degrees 3 minutes 52 seconds West, a distance of 122.49 feet;
thence South 8 degrees 40 minutes 2 seconds East, a distance of 70.00 feet; thence
94.93 feet along an arc of a curve to the left having a radius of 709.99 feet and a chord
bearing and distance of South 77 degrees 28 minutes 36 seconds West 94.86 feet to a
point; thence South 68 degrees 22 minutes 54 seconds West, a distance of 130.83 feet
to the POINT OF BEGINNING.
Said Tract containing 16.12 acres.
ZONING DESCRIPTION
SOUTH TRACT

ALL THAT TRACT OR PARCEL OF LAND lying and being in Land Lots 34 & 35 of the
7TH District, Henry County, Georgia and being more particularly described as follows:

Beginning at the intersection of the northerly right-of-way line of Campground Road
(80’ R/W) with the northeasterly right-of-way line of State Route 43, aka U.S. Hwy 23
(90’ R/W), thence along said right-of-way of State Route 43, aka U.S. Hwy 23 North 33
degrees 37 minutes 41 seconds West, a distance of 120.45 feet; thence North 33
degrees 18 minutes 45 seconds West, a distance of 777.39 feet; thence North 33
degrees 19 minutes 8 seconds West, a distance of 385.29 feet; thence North 17
degrees 3 minutes 32 seconds East, a distance of 197.64 feet to a point on the
southerly right-of-way line of Campground Road Extension (Variable R/W); thence
along said right-of-way the following courses and distances:

North 56 degrees 31 minutes 15 seconds East, a distance of 34.69 feet; thence 214.32
feet along an arc of a curve to the right having a radius of 610.00 feet and a chord
bearing and distance of North 66 degrees 35 minutes 18 seconds East 213.22 feet to a
point; thence 163.44 feet along an arc of a curve to the right having a radius of 610.00
feet and a chord bearing and distance of North 84 degrees 19 minutes 45 seconds
East 162.95 feet to a point; thence South 01 degree 59 minutes 46 seconds West, a
distance of 30.00 feet; thence South 85 degrees 59 minutes 24 seconds East, a
distance of 40.42 feet; thence North 5 degrees 59 minutes 50 seconds East, a distance
of 30.00 feet; thence 351.48 feet along an arc of a curve to the right having a radius of
610.00 feet and a chord bearing and distance of South 67 degrees 29 minutes 37
seconds East 346.64 feet to a point; thence South 50 degrees 59 minutes 9 seconds
East, a distance of 485.70 feet; thence South 39 degrees 0 minutes 1 second West, a
distance of 10.00 feet; thence South 50 degrees 59 minutes 5 seconds East, a
distance of 30.00 feet; thence North 39 degrees 0 minutes 1 second East, a distance
of 10.00 feet; thence South 50 degrees 59 minutes 12 seconds East, a distance of
534.07 feet;

thence leaving said right-of-way line South 01 degree 53 minutes 24 seconds West, a
distance of 552.54 feet; thence South 87 degrees 57 minutes 30 seconds West, a
distance of 756.46 feet; thence North 4 degrees 46 minutes 22 seconds West, a
distance of 122.05 feet; thence North 60 degrees 7 minutes 20 seconds West, a
distance of 43.45 feet; thence South 66 degrees 33 minutes 29 seconds West, a
distance of 32.12 feet; thence South 26 degrees 41 minutes 17 seconds East, a
distance of 72.23 feet; thence South 4 degrees 6 minutes 29 seconds West, a distance
of 67.91 feet; thence South 87 degrees 57 minutes 30 seconds West, a distance of
93.89 feet to the POINT OF BEGINNING.

Said Tract containing 32.42 acres.
Henry County, GA

Parcel Results 20 Results

Parcel ID  Owner  Property Address 
070E01072000 SUMMITT AT EAGLES LANDING HOMEOWNERS ASSOC INC SUMMIT VIEW DR

071-01033000 S ATLANTA CONFERENCE 1978 HIGHWAY 42 N

071-01034015 A4 INVESTMENTS LLC 204 WEST CAMPGROUND RD

071-01034016 CAMPGROUND CENTER LLC 100-140 WEST CAMPGROUND RD

071-01034020 HOPEWELL CAPITAL LLC, THE PATTERSON REAL EST GRP L WEST CAMPGROUND RD

071Q01200000 MERITAGE HOMES OF GEORGIA INC

088C01028000 WILLIAMS TANESHA 297 WHITNEY LN

088C01029000 HOQUE RIAJ AL 301 WHITNEY LN

089-01001000 ROWAN FAMILY REAL ESTATE LLC 1872 HIGHWAY 42 N

089-01001003 ROWAN PROPERTIES LP 1778 HIGHWAY 42 N

089-01001021 THE KOLODKIN FAMILY LIMITED PARTNERSHIP 1775-1789 HIGHWAY 42 N

089-01002000 STEWART JAMES L 101 CAMPGROUND RD

089-01002001 YONKERS LLC CAMPGROUND RD

089-01009003 SUSHRUT LLC

089-02048002 O'REILLY AUTOMOTIVE INC 1765 HIGHWAY 42 HWY N

089-02049005 TABERNACLE OF PRAISE CHURCH INTNL INC 1640 HIGHWAY 42 N

089F01015000 FAUR CYNTHIA G W 157 CROWN WALK

089F01016000 MAUSHARDT THERESA A & 158 CROWN WALK

Mailing Labels 20 Results
Select export file format:

Address labels (5160) Show Parcel ID on Label

International mailing labels that exceed 5 lines are not supported on the Address labels (5160). For international addresses, please
use the xlsx, csv or tab download formats.
Skip Labels 0
For best results, uncheck "Fit to Page" in your print settings.

Download

Data contained on this website represent a work in progress toward completion of the annual tax digest. As such, data is subject to change at any time. Contact Us Developed by
Ownership and map information correspond with the most current information processed by our office. Search deed records at the Henry County
Courthouse to ensure the most current ownership information. Parcel lines depicted on the maps do not reflect a true and exact representation of
property boundaries. Contact 770-288-7526 to verify zoning.
| User Privacy Policy | GDPR Privacy Notice
Last Data Upload: 10/7/2024, 12:15:24 AM
350 RESEARCH COURT
SUITE 200
PEACHTREE CORNERS, GA 30092

9/27/2023

City of Stockbridge Community Development
4602 North Henry Blvd
Stockbridge, GA 30281

Re: Campground – Water Sewer Letter
Planners and Engineers Collaborative, Inc. Project No: 19279.00A

Please be advised, Planners and Engineers Collaborative requested the water/sewer service letter on or before the
date referenced above. We have yet to receive documentation but will furnish the letter to Stockbridge as soon as
we receive it.

Sincerely,
Planners and Engineers Collaborative, Inc.
Ramona Booker
Email rbooker@pec.plus
Phone number 678-684-6227

P: 770.451.2741 + F: 770.451.3915 + WWW.PEC.PLUS 1
350 RESEARCH COURT
SUITE 200
PEACHTREE CORNERS, GA 30092

9/27/2023

Henry County Water Authority, Engineering Division
100 Westridge Industrial Blvd
McDonough, GA 30253
Phone # 678-583-3800

Re: Campground – Water Sewer Letter–
Planners and Engineers Collaborative, Inc. Project No: 19279.00A

Dear HWCA Engineering Division

Planners and Engineers Collaborative, Inc. (PEC) is submitting this letter of intent as required to fulfill the water
/sewer availability letter request for parcel ID’s 089-01001003, 089-01001000 currently zoned RA. At present PEC
is working through due diligence with our client who is proposing a PUD subdivision of total 243 units. The
community would consist of 142 Townhome units and 101 Single Family homes. The Subject Property is located
along Hwy 42 and Campground Rd in Mcdonough GA. The site is made up of two parcels that total approximately
+-48.597-acres.

Attached are documents per your request. If there is anything else you may need, please reach out to me at
htodd@pec.plus who is the point of contact for this project. Thank you for your time and assistance.

Current jurisdiction: RA – Henry County
Proposed jurisdiction PUD– City of Stockbridge

The developer and their representatives welcome the opportunity to meet with all interested parties and
representatives.

Sincerely,
Planners and Engineers Collaborative, Inc.
Ramona Booker
Email rbooker@pec.plus
Phone number 678-684-6227

P: 770.451.2741 + F: 770.451.3915 + WWW.PEC.PLUS 1
sewer tie-in 2

sewer tie-in

water

water
water
From: Kenneth Wood <Kwood@pec.plus>
Sent: Wednesday, November 6, 2024 4:01 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson <randerson@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
This is for the Campground at Highway 42 Meritage Homes subdivision that is on both sides of
Campground.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and Engineers
Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers Collaborative; and they
are not to be used or modified in whole or in part, for any purpose or project other than the project for which they have been prepared without
waiving all claims against Planners and Engineers Collaborative and indemnifying for any damage, liability or cost, including defense cost arising
from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be deemed a
sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either express or implied, of
merchantability and fitness for any particular purpose.

From: Kenneth Wood
Sent: Wednesday, November 6, 2024 4:00 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Subject: 30-day deferral to December Planning Commission

Keedra and Ryan,
After meeting with the District Council and Mayor Pro-tem about what they would like to
see in their area we would like to request a deferral away from the November cycle to
the December cycle to give us time to resubmit a new plan and meet with the council
members.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and
Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers
Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other than the project for
which they have been prepared without waiving all claims against Planners and Engineers Collaborative and indemnifying for any
damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be
deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either
express or implied, of merchantability and fitness for any particular purpose.
RE: 30-day deferral to December Planning Commission

Yes, the attached plan

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and Engineers
Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers Collaborative; and they
are not to be used or modified in whole or in part, for any purpose or project other than the project for which they have been prepared without
waiving all claims against Planners and Engineers Collaborative and indemnifying for any damage, liability or cost, including defense cost arising
from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be deemed a
sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either express or implied, of
merchantability and fitness for any particular purpose.

From: Keedra Jackson <kjackson@stockbridgega.org>
Sent: Thursday, November 21, 2024 1:36 PM
To: Kenneth Wood <Kwood@pec.plus>; Ryan Anderson <randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

For our records, we are discussing the deferral of 1778 and 1842 Highway 42,
correct?

Thanks Kenneth.

Keedra T. Jackson, Chief Planner
Community Development Department
Planning & Zoning Division
4602 North Henry Boulevard
Stockbridge, GA 30281
Main Ph: (770)389-7900 Ext 267
Direct Ph: (678)833-3329
Mobile: (678)674-3080
Email: kjackson@stockbridgega.org
Website: www.stockbridgega.org

From: Kenneth Wood <Kwood@pec.plus>
Sent: Thursday, November 21, 2024 1:28 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
After meeting with the district Commissioner to get feedback on the proposal we realized
that we needed to take another look at adding commercial to the plan. In addition, we
are looking at making the townhomes wider so that they have larger min. SF.
We are also adding multi-use paths around the site. We need the extra time to be able
to complete new plans and ideas.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners and
Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and Engineers
Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other than the project for
which they have been prepared without waiving all claims against Planners and Engineers Collaborative and indemnifying for any
damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by The Client be
deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no warranties, either
express or implied, of merchantability and fitness for any particular purpose.
From: Keedra Jackson <kjackson@stockbridgega.org>
Sent: Thursday, November 21, 2024 1:01 PM
To: Kenneth Wood <Kwood@pec.plus>; Ryan Anderson
<randerson@stockbridgega.org>
Cc: Linda Logan <LLogan@stockbridgega.org>
Subject: RE: 30-day deferral to December Planning Commission

Greetings Kenneth,

For our records that you are requesting a deferral of a specific property,
could you please reply to this email stating the specific property you are
requesting a deferral on?

Thank you much.

Keedra T. Jackson, Chief Planner
Community Development Department
Planning & Zoning Division
4602 North Henry Boulevard
Stockbridge, GA 30281
Main Ph: (770)389-7900 Ext 267
Direct Ph: (678)833-3329
Mobile: (678)674-3080
Email: kjackson@stockbridgega.org
Website: www.stockbridgega.org

From: Kenneth Wood <Kwood@pec.plus>
Sent: Wednesday, November 6, 2024 4:00 PM
To: Keedra Jackson <kjackson@stockbridgega.org>; Ryan Anderson
<randerson@stockbridgega.org>
Subject: 30-day deferral to December Planning Commission

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from
unknown senders.
Keedra and Ryan,
After meeting with the District Council and Mayor Pro-tem about what they would
like to see in their area we would like to request a deferral away from the
November cycle to the December cycle to give us time to resubmit a new plan
and meet with the council members.

Kenneth Wood P.E. | LEED AP
Principal | C.E.O.
E: ken@pec.plus
D: 678-684-6206 | Main: 770.451.2741

New Website | Linkedin | Facebook
Georgia East Office (Main): 350 Research Court, Peachtree Corners, GA 30092
Georgia West Office: 900 Circle 75 Pkwy. Suite 925, Atlanta, Ga 30339
Georgia South Office: 315 West Solomon Street, Suite 210, Griffin, Ga 30223

In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by Planners
and Engineers Collaborative, The Client agrees that all such drawings and data are instruments of service of Planners and
Engineers Collaborative; and they are not to be used or modified in whole or in part, for any purpose or project other
than the project for which they have been prepared without waiving all claims against Planners and Engineers
Collaborative and indemnifying for any damage, liability or cost, including defense cost arising from such claims.
Under no circumstances shall transfer of the drawings and other instruments of service on electronic media for use by
The Client be deemed a sale by Planners and Engineers Collaborative, and Planners and Engineers Collaborative makes no
warranties, either express or implied, of merchantability and fitness for any particular purpose.

CAUTION: This email originated from outside the organization. Do not click links or
open attachments unless you recognize the sender and know the content is safe.

CAUTION: This email originated from outside the organization. Do not click links or
open attachments unless you recognize the sender and know the content is safe.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

P: (770) 451-2741 F: (770) 451-3915

This drawing is the property of Planners and Engineers Collaborative and is not to be copied in whole or in part.
WWW.PEC.PLUS

SITE LOCATION

It is not to be used on any other project and is to be returned upon request. c Planners and Engineers Collaborative.
Planners & Engineers Collaborative+

LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING
ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES

350 RESEARCH COURT STE 200
PEACHTREE CORNERS, GA 30092
FEMA FIRM MAP
NOT TO SCALE
PROJECT

HWY 42 @
CAMPGROUND
ROAD
A MASTER PLANNED RESIDENTIAL
TRACT "B" SITE LOCATION
DEVELOPMENT
D 16.176 ACRES AT

HIGHWAY 42 @ CAMPGROUND ROAD
MCDONOUGH, GA 30253

HENRY COUNTY, GEORGIA

FOR
SITE LOCATION MAP MERITAGE HOMES
NOT TO SCALE

MUNICIPALITY PROJECT #

REVISIONS
F NO. DATE BY DESCRIPTION

TRACT "A"
THIS SEAL IS ONLY VALID IF COUNTER SIGNED
32.859 ACRES AND DATED WITH AN ORIGINAL SIGNATURE.

J:\2019\1927900A\De\Concepts & Exhibits\Zoning\19279.00A - Site - Zone1.dwg - MKipp - 10/7/2024 1:22 PM

GSWCC LEVEL II DESIGN PROFESSIONAL
CERTIFICATION # 0000059389 EXP. 10/28/2024

ZONING BOUNDARY
EXHIBIT
0 60 120 240 360

SCALE: 1" = 120'
DATE: 09/16/2024
PROJECT: 19279.00A
GRID NORTH

Z1.2

www.Georgia811.com
Knowwhat'sbelow.
Callbefore you dig.
SHEET
GEORGIA WEST ZONE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
81
800 810
760 P: (770) 451-2741 F: (770) 451-3915

This drawing is the property of Planners and Engineers Collaborative and is not to be copied in whole or in part.
830
780
830 WWW.PEC.PLUS
76 78 CITY OF
790 0 0
STOCKBRIDGE 820
ZONED: SITE LOCATION
RA 800 800
A 800

810 LAND TO NOT BE ANNEXED
AND LEFT IN HENRY COUNTY
ZONED:
RA 50' 82
810
810
820 ZONED: ZONED: ZONED: ZONED:

It is not to be used on any other project and is to be returned upon request. c Planners and Engineers Collaborative.
ZONED: ZONED:
R2 R2 R2 R2
ZONED: ZONED: R2 R2
C2 0 R2 800
780 77
780
Planners & Engineers Collaborative+
B T 83
ESM 80
LAND PLANNING + LANDSCAPE ARCHITECTURE + CIVIL ENGINEERING
84
ER 50
25
ARBORISTS + SURVEYING & CONSTRUCTION + WATER RESOURCES
R4 TA 800
OW 0 'U
810
TE
830
85 75
IS ST 350 RESEARCH COURT STE 200
M T R ZONED:
U 800
AP R5
PE
VI
BE
EA
770M R2 ZONED:
PEACHTREE CORNERS, GA 30092
D BU ZONED:
820 O
790
RGI 86 U
ST
ST
EA
FF
ER
ZONED:
R2
R2
ZONED:
R2
ZONED:
R2 ZONED:
R2 FEMA FIRM MAP
R M R2 82 NOT TO SCALE
ACK EA BU
PROJECT
GEO
M FF
87 SET 82 SE E7R
AND
0 TB 70
800 BAC 79
CK AC
C SCA K TBA
800
PE B 88 BAC
HWY 42 @
STORMWATER
0' R 81 7 810 810
UFF OW
T SE K MANAGEMENT 80
20' F
ER SET 780
RON
ZONED:
89 W/ 5 RON
20' R 80
ZONED:
RA
RA
ZONED:
RA 810
EAR
SET
90
OAD 20' F

79
20' R
EAR
770 CAMPGROUND
B 28' R
25' L
91
78 77
20' R
GREEN
SPACE

EAR
78
820 ROAD
820
76
SET
BAC SITE LOCATION
A MASTER PLANNED RESIDENTIAL
75 81
0 DEVELOPMENT
83 92 74
0 R4
0 73
83 20' F 72 AT
0 RON
28' R
OAD SET
BAC
T 71 780
93 W/ 5 K 70 780
POCKET 20' F
0' R
O W
83
0 HIGHWAY 42 @ CAMPGROUND ROAD
RON
R5 PARK
94 T SE
TBA MCDONOUGH, GA 30253
95 CK
800 0
79 100- YEAR FLOOD PLAIN 790
96
97 HENRY COUNTY, GEORGIA
98 790 100 Y
82
20' R 99 EAR F
20' L EAR LOOD 790

10' PLANTING ZONE &
A NDS
CAP
SET 100 P LAIN
810 E ST BACK 101
10' PEDESTRIAN ZONE RIP
810 MAIL FOR
KIOSK 800
E 82
790
LOCATION OF STREAM
TO BE FIELD VERIFIED 790
SITE LOCATION MAP MERITAGE HOMES
GREEN
SPACE
800 800 820 NOT TO SCALE
83
A D RIP AR SET
BAC
K 800 ZONED: SITE DATA:
RO
T RA
ES 20' R
0 830 AP E MUNICIPALITY PROJECT #
ND
83 SITE AREA 48.54 ACRES
AT
S C ℄ R20
ND 10 ST
U ' LA 9 8
25'
RO 20 0 ZONING
11 7 81
BEGINNING OF STREAM
G 12 00 75 ER
0 EXISTING ZONING RA
FF
TO BE FIELD VERIFIED 82
830
830 AM
820
℄ R2
6 STORMWATER
' IM
PE 'U BU PROPOSED ZONING PUD (PLANNED UNIT DEVELOPMENT)
REVISIONS
C AM
810 US 50
81
MANAGEMENT 2 0' RV
IO ND
RE 800 82 0 810
ST
LA IS 0 EXISTING OVERLAY DISTRICT HIGHWAY CORRIDOR OVERLAY DISTRICT NO. DATE BY DESCRIPTION
F R5
5 ND ST
R TU
5 20 S RB PMU (PARKWAY MIXED USE)
CA M ED
PROPOSED OVERLAY DISTRICT
'R POCKET EA
PE 25' LANDSCAPE BUFFER
4 R PARK
82 SE BU 840 800 EXISTING ZONING JURISDICTION HENRY COUNTY
GREEN
R4
0 EA 0 ST
TB
A FF

SPACE 830
48 20
SE
RI
P CK
ER
800 PROPOSED ZONING JURISDICTION CITY OF STOCKBRIDGE
CITY OF 47 49 S 3 A MAIL 820
TB
NT KIOSK 69 USE CALCULATIONS
RO
142
STOCKBRIDGE CK 20 ST
50 ET 2 141
'L O 68 TOTAL SITE AREA 48.54 ACRES
AN RM

25' LANDSCAPE BUFFER
140 AN
BA

20' REAR SETBACK
AG W
HW
℄R 139 DS
CK 20 CA EM ATE STREET RIGHT-OF-WAY AREA 8.76 ACRES
13 46 51 0 138
EN R 0
0 Y 1 830137
PE
T 82FLOOD HAZARD AREA 1.54 ACRES
82 ST
830 RI
67 83
42 14 52 136 P 0 NET SITE AREA 38.24 ACRES
45 135
G 20 20 ' 134 SINGLE FAMILY LAND USE 25.22 NET ACRES
15 S FR 20 53 MAIL 133
NT 44 ZONED: TOWNHOME LAND USE 13.02 NET ACRES
10' PLANTING ZONE & T 'R 20 '
KIOSK 132 66
RO ON 28 ' RA
20 R
ON
131
10' PEDESTRIAN ZONE 'L 16 EA A TOTAL 24'x50' TOWNHOME UNITS 142 UNITS (10.91 UPA)
ET SE FR RO
CK 43 SE 54 130
20
84B0A BA TB 1
T K TS D
129 ' LA 65 TOTAL SINGLE FAMILY LOTS 101 LOTS (4.00 UPA)
SE RIP CK K W 2
830 84 17 AC AC 20 55 BA 0'
AMENITY/POOL 128 N
DS 243 UNITS (6.35 UPA)
R T TB ET
TOTAL UNITS/ DENSITY
EA E S 42 /5
'R 28 127 830CAP
840
'R P 'R R CK RO 'R
20 SCA 28 126 E PROPOSED SFD SETBACK REQUIREMENTS
EA 840
OA ST
D 18 OA 56 W CABANA 6 D 125
RI
ZONED: AN 41 A W P
TB
D /5 FRONT SETBACK 20 FEET
RM
SE
124
840
W 0'
19 /5
CK
57 850
7 RO 123 SIDE SETBACK 7.5 FEET
R 40 W 122
0' 850 8

20 OW BARK GREEN 9
121 CA REAR SETBACK 20 FEET
H 850 58 SPACE 120
M 10' PLANTING ZONE &
39 PARK 10 850 840
REQUIRED BUFFERS 25 FEET
11
119
PG 10' PEDESTRIAN ZONE
850
840 21 59 36
RO PROPOSED TH SETBACK REQUIREMENTS
38 35
12
34
M TOR
UN FRONT SETBACK 15 FEET
THIS SEAL IS ONLY VALID IF COUNTER SIGNED
60 13
33 37
AN M
85
0 37 20
0 14 AG W
RO
SIDE SETBACK 10 FEET AND DATED WITH AN ORIGINAL SIGNATURE.
℄R 15
32 38 EM ATE
EN R REAR SETBACK 20 FEET
850 61 16 850
39
T AD
22 36 31 40
REQUIRED BUFFERS 25 FEET
ZONED: 860 17
30
41
ZONED:
COURTYARD 0
C3 62 R 25 RA DEVELOPMENT STANDARDS
35

J:\2019\1927900A\De\Concepts & Exhibits\Zoning\19279.00A - Site - Zone1.dwg - MKipp - 10/7/2024 1:40 PM
29 ℄
23 28 MIN DEVELOPMENT SIZE 3 CONTIGUOUS ACRES
20 26 63 27
34
HW
'F 'R MUST INCLUDE MINIMUM OF TWO (2)
I 24 OA
26 118
ZONED: 20 NT 00
45 44 43 42 REQUIREMENTS FOR LAND USE DIFFERENT USES AND/OR TWO (2) TYPES OF
RO
D 50 47 46
EA
49 48
C1 Y W 64 ℄ R2 52 51 117 VARIED HOUSING OPTIONS. (2.4.14.B.2.)
830 'R 33
42 R 25 SE /5
0' 116
PROPOSED SF MINIMUM LOT SIZE 5,000 SF
0 SE TB
85 K RO 115
ZONED: TB AC W 48
32 25
PROPOSED MINIMUM SFD LOT WIDTH 50 FEET GSWCC LEVEL II DESIGN PROFESSIONAL
0 85
C1 AC 26 ℄
24 114 CERTIFICATION # 0000059389 EXP. 10/28/2024

25' LANDSCAPE BUFFER
20' REAR 84 K EXTERIOR LANDSCAPED STRIPS 20 FEET
SETBACK 31 23

27 22
53 OPEN SPACE CALCULATIONS

ZONING SITE
54 63 64 65 66 113
55 57 58 59 60 61 62 0
860 AR 56
84

7.5' SIDE SETBACK
860 112 0
REQUIRED OPEN SPACE 20% (9.719 ACRES)
28 21 D

7.5' SIDE SETBACK
84

7.5' SIDE SETBACK
TY
20 111
CO COURTYARD ZONED: 85 OPEN SPACE PROPOSED 15.67 ACRES (32.2%)

AN
20 870
29 18
19 UR
68 67
110 RA
PARKING REQUIREMENTS PLAN
7.5' SIDE SETBACK
200 71 70 69 109
J SC 0
87 30 83 82 81 80 79 78 77 76 75 74 73 72
PROPOSED RESIDENT PARKING (2 SPACES
℄R 486 SPACES
AP PER UNIT)
850 108 0 60 120 240 360
860 ST 85
0 PROPOSED AMENITY PARKING 37 SPACES
ZONED: RI GREEN 28' ROAD W/ 50' ROW 107
P PROPOSED GUEST PARKING 27 SPACES
20' FRONT C3 SPACE 106 ZONED: SCALE: 1" = 120'
SETBACK ZONED: ZONED: RA TOTAL PARKING PROVIDED 550 SPACES
RM RM 86
0 10' PLANTING 60
ZONE &
84
85 96 97 98 99 100 101 102 103
105
DATE: 10/07/2024
86 90 91 92 93 94 95
89
10' PEDESTRIAN ZONE 87 88 104
850 PROJECT: 19279.00A
86
28' PUBLIC DRIVE 860
25' LANDSCAPE BUFFER
GRID NORTH
W/ 50' R/W 850
860

840 ZONED: 860
K 850

Z1
RM 860 R

830
www.Georgia811.com
850
ZONED: ZONED: RA
ZONED: Knowwhat'sbelow.
RM
TYPICAL LOT LAYOUT RM
ZONED:
Callbefore you dig.
ZONED: RA
RM ZONED:
NOT TO SCALE EXISTING CEMETERY SHEET
86C2
0 GEORGIA WEST ZONE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
FY 2025 Proposed Budget
Presented by Frederick Gardiner AICP, City Manager
Stockbridge Future Growth
Population Projected Year Over Year to 2030
50000
46900
45000 36500
40000
35000 29010
30000 25636
25000
20000 11033
15000
10000 3997
5000
1990 2000 2010 2020 2024 2030
Stockbridge Future Growth

2009 2024
City of Stockbridge
Challenges and Opportunities
Opportunity to
Increase Demands Redevelopment and
on Public Safety as Revitalize Downtown
we grow
Connecting Regionally,
Nationally and
Internationally

Increase Demands on
Public Works - Systems
Become the Beacon of
New Development at high the Southern Crescent
Value increase Tax Base
WHAT’S IN THE BUDGET HIGHLIGHTS

• Priorities:
– Road and Sidewalk Improvements
– Increase in Police Officers and Crime Fighting Equipment
– No Property Millage Rate Increase
– No Fee or Utility Rate Increase
– 4% COLA For All Qualified Employees
– Reduced Health Benefits Cost For The City
• Special Projects:
– Youth Senior and Performing Arts Center
– Parks Improvements – New Eagles Landing, Memorial Park
– Trail System Expansion
– North Henry Blvd Pedestrian Bridge Planning
– Water and Sewer System Upgrades
– New Maintenance Facility for Public Works
City of Stockbridge FY 2025 Budget
General and All Funds Highlight

• General Fund Revenue to Expenses:
– Revenues = $29,239,311
– Expenditures = $29,239,311
– General Fund Revenue to Expenses is Balanced.

• Total Budget Across All Funds:
– Revenue = $62,188,518
– Expenditures = $62,188,518

• Across All Funds (General and Enterprise Funds)
– Revenue and Expenditures are Balanced.
City of Stockbridge
Three Year Comparison of Revenues General Funds

GENERAL FUND FY 2022 ACTUAL FY 2023 ACTUAL FY 2024 ADOPTED FY 2025 PROPOSED

TAXATION $13,493,766 $15,384,672 $22,721,810 $24,149,868

LICENSES AND PERMITS $764,003 $1,325,833 $1,187,000 $1,418,500

INTERGOVERNMENTAL REVENUE $281,849 $1,212,068 $228,000 $288,000

CHARGE FOR SERVICES $280,123 $356,380 $343,600 $840,800

FINES AND FORFEITURES $256,485 $910,000 $910,000 $1,410,000

INVESTMENT INCOME $1,256 $1,893 $1,800 $1,800

MISCELLANEOUS REVENUE $158,870 $4,722,024 $244,426 $280,826

OTHER FINANCING SOURCES $121,260 $969,694 $1,015,000 $849,517

TOTAL REVENUES $15,357,612 $24,882,563 $26,711,636 $29,239,311
DEPARTMENT FY 2024 ADOPTED FY 25 PROPOSED VARIANCE

Governing Body 592,880.00 581,904.00 (10,976.00)
City Clerk 364,369.98 439,020.00 74,650.02
Executive 784,581.99 794,655.00 10,073.01
Finance 1,053,689.29 1,399,989.00 346,299.71
Non-Departmental 736,200.00 1,540,755.00 804,555.00
Business Services 236,711.30 261,723.00 25,011.70
Information Technology 1,119,936.41 891,286.00 (228,650.41)
Human Resources 612,480.65 981,003.00 368,522.35
Government Buildings 673,944.67 1,073,708.00 399,763.33
Municipal Court 678,195.07 719,406.00 41,210.93
Police Department 8,200,000.00 8,710,605.00 510,605.00
Public Services 4,696,100.00 4,169,046.00 (527,054.00)
City Events 590,000.00 670,000.00 80,000.00
Parks 181,000.00 221,000.00 40,000.00
Permitting 618,575.39 670,259.00 51,683.61
Planning 614,199.92 743,760.00 129,560.08
Economic Development 353,709.07 464,159.00 110,449.93
Main Street 238,612.89 256,059.00 17,446.11
GIS 117,880.55 125,974.00 8,093.45
Other Financing Uses 4,248,568.76 4,525,100.00 276,431.24
26,711,635.94 29,239,311.00 2,527,675.06
THANK YOU
Proposed
FY 25
Budget

Lakeisha Gaines

2025 Budget

MEMORANDUM

TO: Mayor and Council
FROM: Frederick Gardiner, City Manager
DATE: November 4, 2024
SUBJECT: FY 2025 Budget Letter

In accordance with Section 2.21.(5) Powers and Duties of the City Manager; The City
Manager shall prepare and submit the annual operating and capital budgets to the City
Council.
Attached you will find the proposed fiscal year 2025 annual operating and capital budgets
for your review and consideration. This fiscal year’s budget represents the continued
commitment to fund the general operations of the municipal government as we continue to
see high population growth as well as increased residential and commercial developments.

Population Projected Year Over Year to It is estimated that the
population of the City of
2030 Stockbridge will grow
50000 from 36,500 to
36500
approximately 46,900 by
40000 2030. If the rapid pace of
25636 29010 46900
development in
30000
Stockbridge and Henry
20000 11033 County continues, these
population estimates are
10000 3997 likely to be realized. Along
with this reality comes the
0 need to continue to
1990 2000 2010 2020 2024 2030 provide public safety via
our police department as
well as road and utility services via our public works department. This budget does not
anticipate any increases in permit and development fees or any increases in utility rates for
the FY 2025 budget.

Millage Rate:
Stockbridge City Council has adopted the recommended millage rate for property taxes at
3.77 mills. This is the same rate adopted last year (2023), marking the first time in over 35
years that the City of Stockbridge instituted a property tax or millage rate. The continuation
of this rate reflects the council’s concerns about maintaining overall expenditures in line
with the increasing demands for services and the rapid growth of the city’s population and
boundaries.
Budget Summary
Revenue: All budgets are predicated on the anticipated revenues collected and not the
expenditure proposed. The operating fund for all governments is the general fund, which is
one of four funds utilized by local government. The General Fund budget for the City of
Stockbridge is recommended at $29.2 million, an increase of $2.6 million over FY 2024. This
increase in revenue is due to a five percent (5%) rise in the digest.
Local Option Sales Tax (LOST) is anticipated to increase by over $400,000, which is due in
part to the increase garnered via the January 2023 annexation and the number of new
commercial businesses located in the city. Prime in this commercial growth is the opening
of the new half a million square foot COSTCO Wholesale store and the new Sprouts Grocery.
It is also anticipated that our fines and forfeiture will increase by over $500,000 as police
activities around the city have increased and the school zone camera implementation has
been deterring speeding around the schools within the city limits. The city’s FY 2025 budget
is balanced across all funds at a total of $62,188,518, to include our general fund,
enterprise funds, fiduciary fund, and special fund.

FY 2024 FY 2025
GENERAL FUND FY 2022 ACTUAL FY 2023 ACTUAL
ADOPTED PROPOSED

TAXATION $13,493,766 $15,384,672 $22,721,810 $24,149,868

LICENSES AND PERMITS $764,003 $1,325,833 $1,187,000 $1,418,500
INTERGOVERNMENTAL
$281,849 $1,212,068 $228,000 $288,000
REVENUE
CHARGE FOR SERVICES $280,123 $356,380 $343,600 $840,800

FINES AND FORFEITURES $256,485 $910,000 $910,000 $1,410,000

INVESTMENT INCOME $1,256 $1,893 $1,800 $1,800

MISCELLANEOUS REVENUE $158,870 $4,722,024 $244,426 $280,826

OTHER FINANCING SOURCES $121,260 $969,694 $1,015,000 $849,517

TOTAL REVENUES $15,357,612 $24,882,563 $26,711,636 $29,239,311

Expenditure: Under the budget rules, expenditure must equal revenue to have a balanced
budget. The recommended General Fund Budget for Fiscal Year 2025 is $29.2 million
dollars and the key expenses under the FY 2025 budget are those of public safety and
public works.
These two departments have seen an increase year after year due to the demands for their
services, many of which are centered around the city’s growth and development. The
Stockbridge Police Department is recommended at $8.7 million, which is a $510,605
increase over FY 2024 budgeted amount. This increase will be mostly allocated towards
adding additional officers to the force and their associated equipment cost. The Stockbridge
Police Department was established in July 2022 and since that time the call for services has
increased above those when Henry County Police Department was providing service to the
city. The department has been keen on acquiring state and federal funds to offset the need
for additional officers. One such grant has been the COPS grant we were awarded in 2023 to
cover the cost of four (4) officers. One major requirement of this grant is that every year,
the city is required to fund 25% of the cost until it’s fully funded at the end of four (4) years.
The department will continue its pursuit of grants to reduce the reliance on the budget over
the coming years.
The Public Works Department across all functions is recommended at $5.1 million for FY
2025. This represents a $171,654 increase above the adopted $4.9 million for FY 2024.
Public Works, with the annexation of over 7,000 new residents, 91 miles of new roadway,
and 30 miles of sidewalk, has seen an increase in calls for repair of these facilities. Our right
of way (ROW) maintenance has been repurposed to address our roadways on a rotating
schedule with a call crew to address urgent needs. As new developments come online, the
need for right of way maintenance in these areas also becomes a priority to keep a well-
maintained appearance for the city. With our state aid and SPLOST funds, it’s anticipated
that the Public Works Department will be able to meet the ever-increasing demands while
keeping the high level of services that is expected.
Debt Services is another cost associated with an impact on the general fund expenditures at
$4.2 million. This cost is associated with the bonds floated to construct the Merle Manders
Conference Center, City Hall, and the Stockbridge Amphitheater. Moreover, this cost is also
associated with the repayment of bonds floated for the construction of a Performing Arts
Center. Next year, however, the bonds associated with the Amphitheater will be fully paid
off and that building will be free whereby reducing the city’s total debt service amount.
Health Care has cost the city roughly $3.3 million over the last few years, however, under
this proposed budget, staff will be recommending a new healthcare provider which will
reduce the cost by roughly $300,000. The change should have little impact on the coverage
that the city employees enjoy under the present provider.
Major capital projects needed to support the long-term maintenance of existing buildings
and to accommodate future facilities that will serve our staff, youth, and seniors have been
included in the proposed SPLOST. These projects include replacing the 1960 maintenance
shop at $4 million and constructing a much-needed youth and senior center that will
provide enrichment opportunities to our next generation and aging residents at $12 million.
SPLOST Funding has also been proposed at $8 million for the repairs to City Hall and the
Merle Manders Conference Center, both of which were built in 2009 and have been deferred
proper maintenance.
Cost of living adjustment (COLA) has been proposed at 4% for all city employees with more
than a year of service. This shows our commitment and appreciation to the hardworking
and dedicated professional employees who go out every day to get the job done. As they are
committed to the city, so are we to them. Showing our appreciation to the employees
through the COLA, an improved work environment, and good equipment, only serves to
boost morale, retain high performers and attract new high performing employees to the
city.
Culture Activities continue to illustrate the progress of the city as we provide events that
bring the diverse communities of Stockbridge together in a many shared spaces. The city
under this budget has made a commitment to improvements in our existing and new parks
via the general fund and SPLOST. The Events Department works to provide entertainment
and cultural programs such as Bridgefest, Juneteenth, July 4th, etc. This department also
coordinates with the amphitheater on such events and others that bring together the city
and promote the city.
In conclusion, the City of Stockbridge is financially prime to meet the future challenges that
await but is also ready to take advantage of the opportunities. There is growth in our
commercial and residential portfolio that will serve the city well in the years to come.

www.stockbridgega.org ∣ 4640 North Henry Boulevard, Stockbridge, GA 30281 ∣ Telephone: 770-389-7900
Proposed Budget
for Fiscal Year Ending
December 31, 2025

Submitted by:
Frederick Gardiner, City Manager
Lakeisha Gaines, Interim Treasurer

MAYOR AND COUNCIL

Anthony S. Ford

Lakeisha T. Gantt Yolanda Barber

Alphonso Thomas Elton Alexander Kyle D. Berry Sr.7
Table of Contents

Budget Calendar 8

Personnel Overview 10

Annual Operating Budget & Capital Improvement Policy 16

Budget Summary 22

Revenues 27

Expenditures 65

Capital Improvement Plan 142

Appendix 152

City of Stockbridge, Georgia
Fiscal Year 2025 Budget Calendar

Dates: Action:

May 28 Distribute Budget worksheets to Dept Heads

June 13-14 City Manager Budget Retreat

June 28 Capital Budgets due to City Manager & Finance Officer

July 12 Capital Budget Review and Assessment

August 19 Draft Budget Review by Manager & Finance Officer

Mayor & City Council Budget Retreat
August 21 - 23

November 1 Submit Final Draft Budget to Mayor and Council

November 12 Public Hearing Meeting #1

November 19 Public Hearing Meeting #2

December 9 Budget Adoption @ City Council Meeting

PERSONNEL SUMMARY

10
City of Stockbridge --- 2024 Budgeted Positions
Proposed Budget 2025
FTE PTE FTE PTE FTE PTE
Departmental / Budgeted Area Job Title
Budgeted Filled Request
Executive City Manager 1 1
Executive Assistant 1 1
Mgmt.Analyst reclass Mgr.of Innovation Perf. Mgmt. 1 1
Grants Administrator 1 1
Receptionist 1 1
Public Information Officer 1 1

Treasurer/Finance Director 1 0 1
Sr. Accountant/Accounting Manager 1 1
Accounts Payable Clerk 1 1
PropertyTax Specialist 0 0 1
Payroll Specialist 1 1
Finance Administration
Accountant 1 1 1
Accountant 2 1 0 1
Procurement Manager 1 1
Contract Specialist (new titles) 1 1
Procurement Coordinator (new titles) 1 1

Code Enforcement Code Enforcement Officer 1 2
Code Enforcement Supervisor reclass to Manager 1 0 1

Downtown Development Manager 1 1
Main Street
Downtown Development Marketing Specialist 1 1

Building Permit Coordinator 1 1
Permit Technician 1 1
Permitting Development Chief Building Official 1 1
Building Inspector 1 1 1
Fire Marshall 1 1

Occupational Tax Clerk 1 2
Business Services
Business Services Supervisor 1 1

GIS/Planning GIS Analyst 1 1

City Clerk 1 1
Deputy City Clerk 1 1
City Clerk Records Coordinator 1 1

Human Resources Human Resources Risk Manager/Director 1 1
Human Resources Generalist 0 0 1

11
Human Resources Coordinator 1 1

Economic Development Coordinator 1 1
Economic Development Executive Assistant 0 1
Economic Development Director 1 1

Conference Center & Events Manager 1 0 1
MM Conference Center PW Events Technician 2 2
Conference Center Coordinator 2 1 1
Administrative Assistant 1 1
Events Coordinator 1 1

Associate Judge
Court Administrator 1 1
Deputy Court Clerk 1 1
Municipal
Administrative Assistant 0 0 1
Court
Assistant Court Clerk 1/reclass of Admin. Asst) 1 1
Judge 1 1
Solicitor 1 1

Governing Body Mayor 1 1
Admin Assistant to Mayor & Council 1 1
Executive Assistant to Mayor & Council 1 1
City Council 5 5

Planner & Zoning Senior Planner 1 2
Community Development Director 1 1
Chief Planner 1 1
Executive Assistant 1 1
Planner I 1 0 1

Government Buildings/Property Public Works Operations Manager 1 1
Facilities Technician 2 2
Facilities Supervisor 1 0 1

PW Administrative Analyst (reclass) 1 1
Crew Leader - Public Works 8 8
PW Operations Analyst 1 1
Mechanic 1 1
Public Works
Mechanic - ASE Certified 1 0 1
Public Works Director 1 1
Asst. Public Works Director 1 0 1
Public Works Equipment Operator 1 1
Public Works Technician 15 15

Sanitation Utility Billing Clerk- Sanitation 1 1

Utility Billing Clerk - Sewer 1 1

12
Wastewater Collections Systems Operator I 3 3
Wastewater Collections Systems Operator II 1 1
Wastewater Reclamation Plant Superintendent 1 1
Sewer/Wastewater
Wastewater Chief Collections Operator 1 1
Wastewater Chief Treatment Operator 1 1
Wastewater Treatment Operator I 1 1
Wastewater Treatment Operator II 1 1

Stormwater Supervisor 1 1
Stormwater
Stormwater Technician 4 4 3

Utility Billing Supervisor - Water 1 1
Water Superintendent 1 0 1
AMI Water Technician 0 0 1
Water
Water Systems Technician I 5 1 4
Water Systems Technician II 1 1
Water Systems Chief Operator 1 1

Police Chief 1 1
Assistant Police Chief 1 1
Police Major 2 2
Police Captain 4 4
Police
Lieutenant 8 8
Detective/Corporal 9 9
Sergeant/Staff Sergeant 7 7
Senior Police Officer 13 13
Police Officer 12 3 12
Public Safey Officer 4 3
Executive Assistant 1 0 1
Police Administrative Coordinator 0 0 1
1 1
Records Coordinator/TAC 2 2
Multi-Media Specialist 0 0 1
Accountant 1 1 1
Public Safety Supervisor 0 0 1
Crime Scene Supervisor 1 2
Crime Scene Investigator 3 3
Crime Scene Analyst 1 1
Criminal Intelligence 1 1
Records Clerk/TAC 1 1
Property & Evidence Custodian 1 1
Accreditation Manager 1 1
TOTAL 185 11 174 21

13
CITIZENS

MAYOR & CITY
COUNCIL

CITY MANAGER CITY CLERK TREASURER CITY ATTORNEY

MUNICIPAL INFORMATION HUMAN COMMUNIITY ECONOMIC
POLICE PUBLIC WORKS CITY EVENTS PROCUREMENT
COURT TECHNOLOGY RESOURCES DEVELOPMENT DEVELOPEMT

BUSINESS FACILITIES MERLE
CID MAIN STREET UTILTY BILLING
SERVICES MAINTENANCE MANDERS

CODE
PERMITTING WATER & SEWER
ENFORCEMENT

PLANNING &
STORMWATER
ZONING

SANITATION
14
City of Stockbridge Police Department
Organizational Chart
Effective August 19, 2024 Chief of Police
Internal Affairs Reports Directly
to the Chief of Police
Executive
Assistant

Assistant Chief

Operations Administrative
Support Bureau
Bureau Services
Major Captain
Major

Investigative Community Professional Part‐Time
Field Services Records Administration
Services Services Standards Coordinator Accountant
Captain Manager Sergeant
Captain Captain Captain Sergeant

DEA Task Force Community
Patrol Day Patrol Evening P&E / Intel Accreditation Records Part‐Time
Detective Affairs
Lieutenant Lieutenant Corporal Manager Coordinator Officer
Lieutenant

Investigation Code Public Safety
A Team B Team C Team D Team CST Unit Public Safety Co‐Responder Training Internal Affairs Records Part‐Time
Unit Crime Analyst Enforcement Information
Sergeant Sergeant Sergeant Sergeant Sergeant Supervisor Coordinator Lieutenant Lieutenant Coordinator Officer
Lieutenant Supervisor Part‐Time

Criminal Criminal IA/Background
A Team B Team C Team D Team Crime Scene K‐9 Public Safety Training Part‐Time
Investigation Investigation Code Officer & Recruitment Records Clerk
Corporal Corporal Corporal Corporal Supervisor Officer Officer Sergeant Officer
Sergeant Sergeant Sergeant

Background
Zone 1 Zone 1 Zone 1 Zone 1 CSI Public Safety
Detective Detective Officer Code Officer Officer
Officer Officer Officer Officer Investigator Officer
Part‐Time

Zone 2 Zone 2 Zone 2 Zone 2 CSI Public Safety
Detective Detective Officer Code Officer
Officer Officer Officer Officer Investigator Officer

Zone 3 Zone 3 Zone 3 Zone 3
Detective Detective Officer
Officer Officer Officer Officer

Zone 4 Zone 4 Zone 4 Zone 4
Officer Officer Officer Officer

Support Unit Support Unit Support Unit Support Unit
Officer Officer Officer Officer

Support Unit Support Unit Support Unit Support Unit
Officer Officer Officer Officer
Total Full‐Time Sworn 67
Support Unit Support Unit
Officer Officer Total Full‐Time Civilian 19
Sworn Part‐Time
Total Part‐Time 6
Total Full Time Employees 86 Civilian Vacant

15
ANNUAL OPERATING
BUDGET
CAPITAL IMPROVEMENT
POLICY

16
ANNUAL OPERATING BUDGET AND CAPITAL IMPROVEMENT POLICY

The Georgia State law requires an annual balanced budget. The adopted budget shall be a balanced budget with
anticipated revenues (including appropriated unencumbered surplus) equal to or greater than appropriated
expenditures. All funds within the budget shall also be balanced.

The City’s Proposed Budget shall be prepared annually by the City Manager with participation of all City Departments
consistent with provisions of the City Charter and State Budget Laws. The Budget shall include (1) revenues forecasts (2)
personnel costs, (3) operating and maintenance supply costs, (4) general services costs (5) debt service and; (6) capital
and other (non-capital) costs.

The budget review process shall include public hearings. At the time the proposed budget is transmitted to members of
the City Council by the City Manager, a copy will be made available for public inspection at City Hall and advertised in a
local newspaper of general circulation. No earlier than seven days after the proposed budget is transmitted to the City
Council and at least seven days in advance of budget adoption, a public hearing takes place to give the public an
opportunity to comment on the proposed budget. Notice of a public hearing must be advertised at least fourteen days
in advance of the public hearing.

Prior to the first day of the fiscal year, the City Council will adopt an Annual Operating Budget and Five-Year Capital
Improvements at a public meeting. The annual and CIP budget shall be advertised at least one week prior to the
meeting. The proposed budget is prepared by the City Manager and transmitted to members of the City Council for its
review with sufficient time given for the City Council to address policy and fiscal issues.

▪ Adoption

The Budget shall be adopted by the approval of a budget ordinance that specifies the anticipated revenues by
appropriate categories, the proposed expenditure totals for each department, each non-departmental expense, and for
each fund covered by the budget.

▪ Amendments

Budget amendments must be approved by resolution. The budget shall be adopted at the fund/department level, which
is the legal level of budgetary control. The current year’s budget may be adjusted to reflect changes in local economy,
changes in priorities or services needed, and receipt of unbudgeted revenues and for unanticipated expenditures.

▪ Balanced Budget

The Annual Budget consists of operating, debt services, grants, and capital spending. The Annual Budget shall be
balanced with anticipated revenues, including appropriated, unencumbered surplus or stabilization reserves, equal to
proposed expenditures. All funds within the Budget shall also be balanced. City Council will annually approve the
revenues, expenditures, and capital improvements spending for all City fund appropriations. The Annual Budget will also
include operating impacts from the Five-Year CIP. The operating impacts should address any one-time or reoccurring
cost increases or decreases due to the major capital investment. Capital expenses include both major equipment and
infrastructure improvement costs.

▪ Planning

The City will utilize a Decentralized Budget Process. All departments will be given an opportunity to participate in the
Budget Process and submit funding requests to the City Manager.

▪ Capital

All Capital Expenditures must be approved as part of each department budget in the Capital Improvement Fund. Before
committing to a Capital Improvement Project, the City Manager or his/her designee must verify fund availability. The
Capital Budget provides annual funding for long-term capital projects identified in the Capital Improvement During the
17
Annual Budget Process, each department submits its Budget request including operating and capital needs. Upon review
of the requests, major capital projects are placed in the Capital Improvements Fund. Other capital outlays are placed in
the department’s operating budget. Capital outlay is generally defined as an individual item in excess of $5,000 with a
life expectancy of more than two years but less than 10 years.

Citywide capital improvements are assessed and prioritized based on the City’s objectives and goals, the City’s
comprehensive work plan, and the City’s strategic plan.

▪ Interim Reporting on the Annual Budget and Capital Improvements

Periodic financial reports will be provided to enable the City Manager to monitor and control the Annual Operating and
Capital Budget and to enable Department Heads to manage the annual appropriations. These reports will be prepared
and distributed to Department Heads and on to the City Manager. Summary financial and budgetary reports should be
presented by the City Manager to the City Council no less than quarterly and preferably on a monthly basis.

▪ Control and Accountability

Each Department Head is responsible for ensuring that his/her department expenditures do not exceed budgeted funds.
Departments cannot exceed appropriations described in the budget. Failure to achieve budgetary control will be
evaluated and investigated by the City Manager.

▪ Budget Transfers

Contingent upon remaining within the confines of the total department budget, each Department Head has the
authority to recommend Budget Transfers to the City Manager. Funds within departmental budget line items can be
transferred upon the recommendation of the Department Head and with approval of the City Manager. Budget
transfers over $50,000 for operating expenses for Capital Improvements must be approved by City Council prior to any
spending or contract purchases.

BASIS of BUDGETING

The modified accrual basis is followed in all governmental funds. Under this method, revenues are recognized when they
become measurable and available as net current assets. Expenditures are generally recognized when the obligation is
incurred, with the exception of principal and interest on general long-term debt which is recognized when due, and
purchase of Capital Assets whose cost are fully recognized at time of purchase and not amortized over the life of the
asset.

Unlike full accrual basis, annual appropriated budgets are adopted for all funds at the department level. Budgets are
adopted on a non-GAAP basis. All appropriations that have not been encumbered at the end of the fiscal year will lapse.
Expenditures may not legally exceed budgeted appropriations at the department level.

All Proprietary Funds are budgeted for using the accrual basis of accounting. Whereby, revenues are recognized when
incurred. Proprietary funds distinguish operating revenues and expenses from non-operating items. Operating revenues
and expenses generally result from providing services and producing and delivering goods in connection with a
proprietary fund’s principal ongoing operations. The principal operating revenues of the City’s enterprise funds are
charges to customers for sales and services. Operating expenses for enterprise funds include the cost of sales and
services, administrative expenses, and depreciation on capital assets. All revenues and expenses not meeting this
definition are reported as non-operating revenues and expenses.

GAAP BASIS vs. BUDGET BASIS

Budgets are adopted on a basis consistent with GAAP except for the capital projects fund, which have project length
budgets, rather than annual budgets. The City adopts budgets for its enterprise and internal service funds; however, the
reporting of the budget to actual comparison is not required.

18
How to Use this Budget

WHAT IS A BUDGET?

A budget is a financial plan for a city. It includes both estimates of resources available, including revenues and fund
balance, and appropriations that are the authority to spend money for specific purposes. After extensive input from the
various departments, as well as the public, the budget is prepared by the Finance Department. The City Manager
presents the budget for adoption to Mayor & City Council.

The document begins with a transmittal letter from the City Manager. This letter summarizes the contents of the budget
and provides an explanation of the rationale used by the City Manager during the budget development process. The City
Manager also outlines the administration’s work program for the upcoming year.

The budget document is prepared to provide information about the City, both financial information and
operational/policy information from a variety of perspectives and degree of detail. The reader should first review the
Table of Contents and the Glossary and then read the Transmittal letter. The Financial Summary Section should then be
reviewed. Finally, the specific department and program budgets provide the detailed information as to what purposes
the City’s resources will be utilized during the fiscal year. When reading this document, it is useful to remember that it
has been developed based on both organizational structure and financial structure. The organizational structure is
reflected in the departmental budgets. The financial structure is reflected in the reporting of expenditures and revenues
by fund. A fund is a self-balancing set of accounts designed to track specific revenues and the uses of those revenues.
Each fund is independent of all other funds and money cannot be transferred from one fund to another without the
approval of the City Council.

QUESTIONS & ANSWERS

Q: What is the purpose of the City Budget?

A: The budget is an annual financial plan for the City of Stockbridge. It specifies the level of municipal services to be
provided in the coming year and the resources, including personnel positions, capital expenditures and operating
expenses needed to provide these services. It reflects the policies and priorities set by the Mayor and City Council. How
to Use this Budget

Q: What is a fiscal year?

A: A fiscal year is a 12-month operating cycle that comprises a budget and financial reporting period. The City’s fiscal
year begins on January 1st and ends on December 31st.

Q: What is an operating budget?

A: An operating budget is an annual financial plan for recurring expenditures, such as salaries, utilities, and supplies.

Q: What is a capital improvement budget?

A: A capital improvement budget is both a short and long-range plan for the construction of physical assets, such as
buildings, streets, sewers, as well as vehicles and equipment.

Q: What is an enterprise fund?

A: An enterprise fund earns its own revenues by charging customers for the services that it provides. It receives no tax
funds.

Q: What is a budget appropriation?

19
A: A budget appropriation is a specific amount of money that has been approved by the City Council for use in a
particular manner.

Q: What is a budget amendment?

A: A budget amendment is an ordinance adopted by the City Council which alters the adopted budget by appropriating
additional monies to a department, decreasing appropriations to a particular department, or transferring funds from
one department to another.

Budget Process

The City of Stockbridge is required to prepare an annual budget in accordance with the City Charter. The budget is
prepared for each fiscal year beginning January 1 through December 31st. The City Manager prepares a proposed budget
to present at the City’s Budget Retreat hosted in August or September of each year to get Mayor & Council vision for the
City’s operation.

For the fiscal year 2025, the City of Stockbridge began the budget process with updates to its capital budget long term
infrastructural projects and proposal for new projects in the new budget year. The City then begun the preparation of
the operational budget with revenue and expenditure projections. In forecasting revenues and expenditures, the City
first reviewed its mission statement, strategy plan and goals and objectives to set priorities for spending. In addition,
staff considered historical trends, current changes within the City and projected economic trends when forecasting
revenues and expenditures.

Budget Preparation

Prior to the departmental submission of their annual request, the Finance Department conducted an annual training
session for all personnel involved in the budget process, if needed. During the training, the staff was trained on the steps
to completing the budget process and advised of fiscal year changes, highlight critical deadlines and reviewed issues
likely to impact the City. Each department then prepared their proposed expenditure based on operational priorities.
Directors submitted their budget recommendations to the Finance Department for initial review and coordination.

Budget Review

The Finance Department works with each department head to compile all proposed revenues and expenditures for the
new fiscal year. The City Manager, Finance Director and Human Resources meet with each director to review their
personnel budget requests. Once all departments’ recommended revenues and operational expenditure request are
reviewed and approved by the City Manager, a proposed budget is submitted to the Mayor & Council. Prior to the
adoption of the budget, the City conducts community budget meetings in which staff provide information and answer
questions regarding both the capital projects and operational budget.

Budget Adoption

The City Charter requires three reading of the budget prior to adoption. The attached budget calendar shows the
proposed dates for the publication and reading of the new budget.

BUDGET AMENDMENTS

The City of Stockbridge sees its annual budget as a fluid document. While every effort is made to operate within the
confines of the adopted budget, there are times when amendments are required. Budget amendments may require the
approval of the City Council by an ordinance. Occasions requiring an amendment to the budget include, but are not
limited to:

• Acceptance of additional grant money.

• Appropriation of additional funding if expenditures are projected to exceed budgeted amounts.

20
• Re-appropriation of funds from one department to another when deemed necessary.

Line item or department changes that has no impact on the total of allocated budget only requires the approval of the
City Manager.

KEY ACTORS

While all employees are a part of the budget process at some point, there are several people who play more intricate
roles in this process.

Mayor & City Council: The Mayor and City Council set policies which drive the development of the budget, which
consists of the Mayor and Council members and conduct public hearings and readings of the budget ordinance.

City Manager: The City Manager presents the budget document to the Mayor and City Council for approval.

Department Directors: Department Directors must review previous capital improvement plans, make necessary changes
and request to allow the City to develop a 5-year comprehensive five-year CIP Program. In addition, Directors must then
submit requests for additional personnel, purchased good and services which will all the finance department to develop
each departmental budget request and budget document.

Finance Director: The Finance Director is primarily responsible for providing direction for the budget, reviewing financial
analyses, projections and overseeing the budget process.

The budget document must be completed for the City Manager to present to City Council. Once the budget is approved,
the budget book is prepared and submitted to the GFOA for consideration of the Distinguished Budget Award.

21
BUDGET SUMMARY

22
DIVISION PROPOSED BUDGET UPDATED BUDGET VARIANCE
11100 GOVERNING BODY 581,904.00 581,904.00 -
11300 CITY CLERK 439,020.00 439,020.00 -
13000 EXECUTIVE 794,655.00 794,655.00 -
15100 FINANCIAL ADMINISTRATION 1,399,989.00 1,399,989.00 -
15110 NON - DEPARTMENTAL 1,493,755.00 1,493,755.00 -
15160 BUSINESS SERVICES 261,723.00 261,723.00 -
15350 INFORMATION TECHNOLOGY 891,286.00 891,286.00 -
15400 HUMAN RESOURCES 981,003.00 981,003.00 -
15650 GOVERNMENT BUILDINGS 1,073,708.00 1,073,708.00 -
25000 MUNICIPAL COURT 766,406.00 766,406.00 -
32100 POLICE ADMINISTRATION 8,710,605.00 8,710,605.00 -
42200 PUBLIC WORKS 4,169,046.00 4,169,046.00 -
61900 CITY EVENTS 670,000.00 670,000.00 -
62200 PARKS 221,000.00 221,000.00 -
72000 PERMITTING DEVELOPMENT 670,259.00 670,259.00 -
74100 PLANNING & ZONING 743,760.00 743,760.00 -
75100 ECONOMIC DEVELOPMENT 464,159.00 464,159.00 -
75500 MAIN STREET 256,059.00 256,059.00 -
75700 GIS / PLANNING 125,974.00 125,974.00 -
90000 OTHER FINANCING USES 4,525,000.00 4,525,000.00 -
GENERAL FUND TOTAL 29,239,311.00 29,239,311.00 -

230 ARPA - LOCAL FISCAL RECOVERY - - -
255 GRANTS 1,740,815.00 1,740,815.00 -
275 HOTEL / MOTEL 425,000.00 425,000.00 -
320 SPLOST V 6,604,896.00 6,604,896.00 -
321 SPLOST VI - - -
335 TSPLOST 5,628,801.00 5,628,801.00 -
350 URBAN RE-DEVELOPMENT 2,269,053.00 2,269,053.00 -
353 CITYWIDE PROJECTS - - -
355 DOWNTOWN DEVELOPMENT AUTHO 45,000.00 45,000.00 -
357 CITYWIDE DOWNTOWN AUTHORITY 45,000.00 45,000.00 -

23
360 PUBLIC FACILITIES AUTHORITY 4,050,060.00 4,050,060.00 -
495 CEMETERY 10,000.00 10,000.00 -
505 SEWER 1,979,107.00 1,979,107.00 -
505 WATER 2,458,638.00 2,458,638.00 -
505 DEBT SERVICE 194,472.00 194,472.00 -
510 STORMWATER 1,097,232.00 1,097,232.00 -
540 SANITATION 3,095,321.00 3,095,321.00 -
555 MERLE MANDERS CONFERENCE CEN 705,912.00 705,912.00 -
565 AMPHITHEATER 2,600,000.00 2,600,000.00 -
ENTERPRISE FUNDS TOTAL 32,949,307.00 32,949,307.00 -

TOTAL 62,188,618.00 62,188,618.00
CAPITAL - -

FY 2025 Total Budget 62,188,618.00 62,188,618.00

24
FY 2024 FY 2025
FUND DEPARTMENT ADOPTED PROPOSED VARIANCE
100 General Fund 26,711,635.92 29,239,311.00 (2,527,675.08)
210 Confiscated Assets - - -
211 Property and Evidence - - -
230 ARPA - - -
255 Grants 1,000,000.00 1,740,815.00 (740,815.00)
275 Hotel Motel 375,000.00 425,000.00 (50,000.00)
320 SPLOST V 1,175,842.00 6,604,896.00 (5,429,054.00)
321 SPLOST VI - - -
335 TSPLOST 5,500,000.00 5,628,801.00 (128,801.00)
350 Urban Redevelopment Authority 1,204,764.50 2,269,053.00 (1,064,288.50)
353 Citywide Projects 12,336,355.00 - 12,336,355.00
355 Downtown Development Authority 45,000.00 45,000.00 -
357 Citywide Development Authority 45,000.00 45,000.00 -
360 Public Facilities Authority 2,946,323.50 4,050,060.00 (1,103,736.50)
495 Cemetery 10,000.00 10,000.00 -
505 Sewer 2,085,145.51 1,979,107.00 106,038.51
505 Water 2,380,016.50 2,458,638.00 (78,621.50)
505 Debt Services 127,240.20 194,472.00 (67,231.80)
510 Stormwater 1,213,290.15 1,097,232.00 116,058.15
540 Sanitation 2,860,309.84 3,095,321.00 (235,011.16)
555 Merle Manders Conference Center 739,157.18 705,912.00 33,245.18
565 Amphitheater 2,000,000.00 2,600,000.00 (600,000.00)
Fund Fund Totals 62,755,080.30 62,188,618.00 3,094,137.38

25
FY 2024
DIVISION DEPARTMENT ADOPTED FY 25 PROPOSED VARIANCE
11100 Governing Body 592,880.00 581,904.00 (10,976.00)
11300 City Clerk 364,369.98 439,020.00 74,650.02
13000 Executive 784,581.99 794,655.00 10,073.01
15100 Finance 1,053,689.29 1,399,989.00 346,299.71
15110 Non-Departmental 736,200.00 1,493,755.00 757,555.00
15160 Business Services 236,711.30 261,723.00 25,011.70
15350 Information Technology 1,119,936.41 891,286.00 (228,650.41)
15400 Human Resources 612,480.65 981,003.00 368,522.35
15650 Government Buildings 673,944.67 1,073,708.00 399,763.33
25000 Municipal Court 678,195.07 766,406.00 88,210.93
32100 Police Department 8,200,000.00 8,710,605.00 510,605.00
42200 Public Services 4,696,100.00 4,169,046.00 (527,054.00)
61900 City Events 590,000.00 670,000.00 80,000.00
62200 Parks 181,000.00 221,000.00 40,000.00
72000 Permitting 618,575.39 670,259.00 51,683.61
74100 Planning 614,199.92 743,760.00 129,560.08
75100 Economic Development 353,709.07 464,159.00 110,449.93
75500 Main Street 238,612.89 256,059.00 17,446.11
75700 GIS 117,880.55 125,974.00 8,093.45
90000 Other Financing Uses 4,248,568.76 4,525,000.00 276,431.24

Total Projected GF Expenses 26,711,635.94 29,239,311.00 2,527,675.06

26
REVENUES

27
Budget Worksheet

Fund: GENERAL FUND
FY 2023
FY 2022 ACTUAL ACTUAL FY 2024 BUDGET FY 2024 YTD FY 2025 PROPOSED
31 Taxes 13,493,765.72 15,384,672.00 22,721,809.94 6,701,506.98 24,149,868.00
32 Licenses and Permits 764,002.92 1,325,832.50 1,187,000.00 1,523,833.56 1,418,500.00
33 Intergovernmental 281,848.94 1,212,067.74 288,000.00 - 288,000.00
34 Charges for Services 280,122.70 356,379.98 343,600.00 1,328,340.63 840,800.00
35 Fines and Forfeitures 256,485.19 910,000.00 910,000.00 290,845.50 1,410,000.00
36 Investment Income 1,256.07 1,893.00 1,800.00 132.13 1,800.00
38 Miscellaneous 158,870.19 4,722,024.00 244,426.00 478,818.65 280,826.00
39 Other Financing Sources 121,259.80 969,694.00 1,015,000.00 32,846.01 849,517.00

Total Budget 15,357,611.53 24,882,563.22 26,711,635.94 10,356,323.46 29,239,311.00

28
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-00000-311500 INTANGIBLE RECORDING TAX 86,854.09 98,203.57 108,553.00 59,515.83 100,000.00 33,415.94 100,000.00
100-00000-311600 REAL ESTATE TRANSFER 30,792.30 58,166.88 55,120.00 25,974.31 55,000.00 10,054.84 55,000.00
100-00000-311710 FRANCHISE TAX-ELECTRIC 1,165,000.00 1,175,906.01 1,165,000.00 1,333,435.89 1,200,000.00 - 1,200,000.00
100-00000-311715 FRANCHISE TAX - EMC 2,850.46 68,877.16 32,638.00 36,798.03 1,500.00 - 1,500.00
100-00000-311720 FRANCHISE TAX-COLLEGE PK. 12,214.13 5,727.91 5,816.00 816.89 5,800.00 6,587.31 5,800.00
100-00000-311730 FRANCHISE TAX-GAS 179,898.94 140,838.45 175,445.00 198,529.14 150,000.00 - 150,000.00
100-00000-311750 FRANCHISE TAX-TELV CABLE 237,001.19 176,886.63 227,700.00 194,991.41 150,000.00 29,507.72 150,000.00
100-00000-311760 FRANCHISE TAX-TELEPHONE 27,664.71 44,450.85 30,400.00 41,403.57 30,000.00 6,972.22 30,000.00
100-00000-311790 FRANCHISE TAX-OTHER 732.92 1,484.73 1,000.00 1,487.00 1,000.00 706.85 1,000.00
100-00000-313100 LOCAL OPTION SALES/USE TX 5,369,181.00 6,540,225.40 7,400,000.00 7,814,282.46 8,907,511.92 - 9,907,512.00
100-00000-313110 HCTC - AVT TAX 632,873.47 767,848.99 600,000.00 739,535.24 718,000.00 273,496.78 718,000.00
100-00000-314201 BEER TAX 277,122.05 367,296.94 300,000.00 358,371.09 340,000.00 101,201.64 340,000.00
100-00000-314202 LIQUOR TAX-PACKAGE SALES 206,279.72 260,249.33 246,000.00 244,581.31 300,000.00 80,508.96 300,000.00
100-00000-314203 WINE TAX 146,963.63 125,803.94 146,000.00 124,300.36 180,000.00 38,304.39 180,000.00
100-00000-314204 CONSUMPTION TAX - LIQUOR 64,541.27 97,973.83 84,000.00 114,411.29 100,000.00 44,597.78 100,000.00
100-00000-316100 OCCUPATIONAL TAX 900,000.00 1,002,402.21 1,100,000.00 1,288,980.72 1,200,000.00 1,475,099.48 1,200,000.00
100-00000-316112 GA MUNICIPAL LICENSE FEE 115,416.00 49,680.62 60,000.00 51,720.00 60,000.00 49,640.00 60,000.00
100-00000-316113 MISC BUSINESS TAX 5,276.15 2,741.80 20,000.00 4,367.87 20,000.00 2,885.00 20,000.00
100-00000-316150 OCCUPATIONAL TAX ADMIN. 99,487.50 105,773.10 95,000.00 133,161.73 110,000.00 44,185.00 110,000.00
100-00000-316200 INSURANCE PREMIUM TAX 2,300,000.00 2,389,695.96 2,225,000.00 2,568,811.15 2,225,000.00 - 2,225,000.00
100-00000-316300 Financial Institution Taxes 175,925.40 105,427.00 105,000.00 106,815.00 105,000.00 127,734.00 105,000.00
100-00000-318000 CITY PROPERTY TAX 2,000,000.00 - 1,200,000.00 7,425,035.92 6,760,998.00 105,653.93 7,189,056.00
100-00000-318001 CITY MOBILE HOME TAX - - - - - 5,654.10 -
100-00000-318002 CITY PROPERTY TAX N.O.D. - - - - - 498.36 -
100-00000-318003 MOBILE HOME PENALTY - - - - - 227.17 -
100-00000-319110 PEN & INT-REAL PROP - - - 191.47 - 6,187.50 -
100-00000-319111 FORECLOSED/VACANT-REG FEE 630.00 3,176.20 2,000.00 1,700.00 2,000.00 400.00 2,000.00
100-00000-321110 OT ALCOHOLIC BEV-BEER 81,618.08 41,250.00 42,000.00 58,125.00 42,000.00 55,125.00 42,000.00
100-00000-321120 OT ALCOHOLIC BEV-WINE 76,893.08 39,750.00 50,000.00 54,585.00 50,000.00 51,375.00 50,000.00
100-00000-321130 OT ALCOHOLIC BEV-LIQUOR 224,171.85 110,000.00 120,000.00 145,000.00 120,000.00 147,500.00 120,000.00
100-00000-321140 ALCOHOLIC BEV-SPEC. EVENT - 11,662.09 3,500.00 26,309.46 5,000.00 249.97 5,000.00
100-00000-321200 OT REGULATORY FEE 32,823.00 22,011.50 22,000.00 35,755.00 22,000.00 47,535.00 22,000.00
100-00000-322200 BSD - BUILDING PERMIT FEES - COMMERCIAL 72,737.57 362,793.59 420,000.00 601,201.55 405,000.00 703,094.80 600,000.00
100-00000-322201 BSD - MECH, ELEC, PLUMBING PERMIT FEES - COMMER 8,767.50 4,833.20 70,000.00 17,284.05 50,000.00 6,527.00 50,000.00
100-00000-322203 BSD - OTHER PERMIT FEES - COMMERCIAL - 650.00 10,000.00 46,319.08 5,000.00 91,612.69 6,500.00
100-00000-322204 BSD - BUILDING PERMIT FEES RESIDENTIAL 182,440.10 30,889.80 370,000.00 330,876.98 290,000.00 56,549.95 325,000.00
100-00000-322205 BSD - MECH,ELEC,PLUMBING - PERMIT FEES RESIDENT. 12,285.00 8,798.00 80,000.00 14,231.71 70,000.00 1,290.00 70,000.00
100-00000-322207 BSD - OTHER PERMIT FEES RESIDENTIAL 5,775.00 5,510.00 10,000.00 9,296.33 5,000.00 2,750.00 5,000.00
100-00000-322215 ZONING VERIFICATION FEES 17,323.07 18,490.00 14,000.00 47,328.00 14,000.00 10,840.00 14,000.00
100-00000-322990 FILM REVENUE 14,700.00 - 10,000.00 2,600.00 5,000.00 3,300.00 5,000.00
100-00000-323100 OCCUPATIONAL TAX PENALTY 62,396.27 47,612.64 45,000.00 39,084.57 45,000.00 73,159.63 45,000.00
100-00000-323101 ENG - PERMITS 19,897.50 25,899.60 30,000.00 43,299.40 30,000.00 4,830.00 30,000.00
100-00000-323902 ENG - PLAN REVIEW 7,035.00 30,397.50 21,000.00 17,680.50 21,000.00 1,702.50 21,000.00
100-00000-323904 ESPC - INSPECTIONS 13,209.00 185.00 7,000.00 205.00 7,000.00 - 7,000.00
100-00000-324210 BSD PENALTY 2,257.50 675.00 1,332.50 857.92 1,000.00 800.00 1,000.00
100-00000-334311 GRANTS FOR STREETS 300,000.00 281,848.94 1,212,067.74 - 288,000.00 - 288,000.00
100-00000-341300 BSD - PLAN CHECK FEES - COMMERCIAL 59,316.92 172,122.77 100,000.00 249,556.78 100,000.00 350,246.43 100,000.00
100-00000-341301 BSD - PLAN CHECK FEES - RESIDENTIAL 18,740.55 14,968.89 37,821.23 47,926.55 30,000.00 25,457.59 30,000.00
100-00000-341302 PZ - REZONING APP FEE - SINGLE FAMILY RES - 12,504.60 10,000.00 229,987.40 5,000.00 154,938.88 5,000.00
100-00000-341304 PZ - REZONING APP FEE - COMMERCIAL INDUSTRIAL - 3,750.00 3,280.00 16,275.00 500.00 6,300.00 500.00
100-00000-341305 PZ - REZONING APP FEE - DRI - 17,122.63 1,000.00 19,730.20 1,000.00 5,929.18 1,000.00
100-00000-341306 PZ - ZONING CERTIFICATION FEE - - 500.00 3,600.00 500.00 250.00 500.00
100-00000-341400 PRINTING & DUPLICAT SRVCS - 87.22 153.75 2,599.68 100.00 182.28 100.00
100-00000-342120 REPORTS - POLICE DEPT - 1,800.00 - 9,703.56 3,000.00 1,886.90 3,000.00
100-00000-342201 FIRE - OPERATIONAL PERMITS 2,992.50 2,225.00 5,125.00 1,150.00 5,000.00 300.00 5,000.00
100-00000-342202 FIRE - CONSTRUCTION PERMITS 11,130.00 18,640.00 20,000.00 13,025.00 20,000.00 4,250.00 20,000.00
100-00000-342203 FIRE - INSPECTION FEES 24,381.00 27,107.73 20,000.00 23,572.05 20,000.00 14,125.00 20,000.00
100-00000-342900 OTHER SERVICE FEES - - 150,000.00 - 150,000.00 - 150,000.00
100-00000-342950 TRAFFIC CAMERAS - - - 568,008.35 - 238,625.40 -

29
100-00000-343400 RIGHT OF WAY PERMIT FEE 2,520.00 1,950.00 3,000.00 1,050.00 3,000.00 - 3,000.00
100-00000-343410 STREET LIGHT FEES - - - - - - 497,200.00
100-00000-349300 BAD CHECK FEES 367.50 725.00 500.00 675.00 500.00 200.00 500.00
100-00000-349400 OPENEDGE MERCHANT FEE 11,310.05 7,118.86 5,000.00 21,757.81 5,000.00 5,095.92 5,000.00
100-00000-351140 FINES & FORFEITURES 827,948.00 239,639.19 900,000.00 849,386.51 900,000.00 195,153.50 1,400,000.00
100-00000-351145 CODE ENFORCEMENT FINES 210.00 16,846.00 10,000.00 22,789.00 10,000.00 - 10,000.00
100-00000-361000 INTEREST REVENUES 1,722.85 1,256.07 1,893.00 208.35 1,800.00 128.08 1,800.00
100-00000-381100 SPRINT COM - RENT 107,389.23 5,700.00 45,437.00 - 45,000.00 - 45,000.00
100-00000-381200 PARK PAVILION RENTAL 15,907.73 48,320.63 21,175.00 52,315.70 22,000.00 20,950.00 22,000.00
100-00000-381300 T-MOBILE TOWER LEASE 48,002.09 94,608.83 41,906.00 99,042.42 54,000.00 44,397.07 54,000.00
100-00000-383000 INS.REIM.DAM./STOLEN PROP - 5,112.27 14,000.00 146,589.72 10,000.00 49,896.97 10,000.00
100-00000-389011 Misc Revenue - 2,287.19 - - 1,000.00 - 1,000.00
100-00000-389012 YOUTH COUNCIL FUNDRAISER - 1,100.00 820.00 95.32 800.00 - 800.00
100-00000-389013 CITY EVENTS REVENUE 12,915.00 27,280.00 14,000.00 83,945.00 14,000.00 480.00 14,000.00
100-00000-389014 BRIDGEFEST SPONSORSHIP 10,000.00 11,925.00 2,460.00 10,132.66 2,400.00 100.00 2,400.00
100-00000-389015 TASTY TUESDAY/FOOD TRUCK SPONSORSHIP 6,000.00 9,340.00 7,000.00 13,920.00 7,000.00 780.00 7,000.00
100-00000-389018 HOLIDAY FESTIVAL SPONSORSHIP 800.00 1,830.00 800.00 3,185.00 800.00 - 800.00
100-00000-389019 VETERAN'S DAY SPONSORSHIP 1,000.00 300.00 1,000.00 1,250.00 1,000.00 - 1,000.00
100-00000-389020 PRETTY IN PINK SPONSORSHIP 1,000.00 630.00 1,000.00 850.00 1,000.00 - 1,000.00
100-00000-389021 SOUNDS OF SUMMER SPONSORSHIP 3,400.00 - 2,500.00 - - - -
100-00000-389022 MEMORIAL DAY MARCH SPONSORSHIP 700.00 300.00 1,230.00 - 1,230.00 - 1,230.00
100-00000-389025 COMMUNITY DONATIONS - POLICE - 16,035.00 - 10,274.00 20,000.00 - 20,000.00
100-00000-389026 DISTRICT 1 SPONSORSHIP - - - - - - -
100-00000-389027 DISTRICT 2 SPONSORSHIP - - - - - 5,200.00 -
100-00000-389028 DISTRICT 3 SPONSORSHIP - - - - - - -
100-00000-389029 DISTRICT 4 SPONSORSHIP - - - - - - -
100-00000-389030 MISCELLANEOUS 28,197.39 (68,398.73) 61,696.00 3,121,242.38 61,696.00 62,013.58 98,096.00
100-00000-389031 DISTRICT 5 SPONSORSHIP - - - - - 11,750.00
100-00000-389033 9/11 EVENT SPONSORSHIP - - - - - - -
100-00000-389034 JUNETEENTH EVENT SPONSORSHIP - - - - - - -
100-00000-389035 NEWLETTERS ADS - - - - - - -
100-00000-389036 AWARDS/GRANTS GMA - - - - - - -
100-00000-389038 MAIN STREET/ECONOMIC DEV SPONSORS - 2,500.00 - 5,325.25 2,500.00 - 2,500.00
100-00000-389040 FROM RESERVES 3,550,025.02 - 4,507,000.00 - - - -
100-00000-389041 BOND RESERVES - - - - - - -
100-00000-391100 OPERATING TRANSFER IN 121,259.80 121,259.80 215,000.00 120,000.00 215,000.00 - 215,000.00
100-00000-391355 OPERATING TRANS FROM DDA - - - - - - -
100-00000-391555 TRANSFER IN CONFERENCE CENTER - - - - - - -
100-00000-391560 TRANSFER IN COMMUNITY CENTER - - - - - - -
100-00000-392100 SALE OF GEN FIXED ASSETS 10,000.00 - 54,694.00 31,160.95 50,000.00 - 50,000.00
100-00000-392200 PROPERTY SALE - - 700,000.00 - 750,000.00 - 584,517.00
General Fund Total: 20,048,270.08 15,452,683.32 24,882,563.22 30,147,650.72 26,711,635.92 4,900,397.29 29,239,311.00

30
Budget Worksheet

Fund: 255 - GRANTS

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
33 Intergovernmental - - - 422,894.20 772,732.00
38 Miscellaneous Revenue - - 1,000,000.00 - 968,083.00

Total Budget - - 1,000,000.00 422,894.20 1,740,815.00

31
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
255-00000-333100 FEDERAL TASK FORCE VEHICLE STIPEND - - - - - - -
255-00000-333101 FEDERAL TASK FORCE OVERTIME REIM - - - - - - -
255-00000-334110 CDBG FY20 - 305,725.00 - 199,825.04 199,825.04 - -
255-00000-334314 LCI 2021 Bicycle Connectivity - - - 29,204.00 301,770.76 49,196.00 -
255-00000-334316 LMIG - 287,562.63 - 301,770.76 - 373,698.20 -
255-00000-334317 BULLETPROOF VEST GRANT - - - 21,796.00 21,796.00 - -
255-00000-334318 LEMHWA - - - - - - -
255-00000-334319 COPS HIRING PROGRAM GRANT - - - - - - 772,732.00
255-00000-334320 JUSTICE ASSIST./MENTAL HLTH AND WELL GRANT - - - - - - -
255-00000-334321 CRIMINAL JUSTICE COORD. CNCL PRG GRANT - - - - - - -
255-00000-334322 PUBLIC SAFETY & VIOLENT CRIME REDUCTION GRANT - - - - - - -
255-00000-334323 FEMA PUBLIC ASSIST - - - 17,832.15 17,832.15 - -
255-00000-334324 - - - - - - -
255-00000-334325 LMIG 2025 - - - - - - -
255-00000-389030 MISC REVENUE - - 1,000,000.00 - 1,000,000.00 - 968,083.00
Fund: 255 - Grants Fund Surplus (Deficit): - 593,287.63 1,000,000.00 570,427.95 1,541,223.95 422,894.20 1,740,815.00

32
Budget Worksheet

Fund: 275 - HOTEL/MOTEL TAX

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
31 Taxes 484,363.06 375,000.00 375,000.00 573,008.95 425,000.00

Total Budget 484,363.06 375,000.00 375,000.00 573,008.95 425,000.00

33
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
275-00000-314100 HOTEL/MOTEL TAX 375,000.00 484,363.06 375,000.00 1,022,886.13 914,323.74 346,772.21 425,000.00
275-00000-389040 FROM RESERVES (134,000.00) - 36,226.53 - - - -
275-00000-391105 OPERATNG TRNSFER IN (OUT) - - - - - - -
Fund: 255 - Grants Fund Surplus (Deficit): 241,000.00 484,363.06 411,226.53 1,022,886.13 914,323.74 346,772.21 425,000.00

34
Budget Worksheet

Fund: 320 SPLOST V
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
33 Intergovernmental - - - 4,317,751.24 6,604,896.00
36 Investment Income - - - 377.73 -

Total Budget - - - 4,318,128.97 6,604,896.00

35
FY 2022 FY 2022 FY 2023 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET FY 2023 ACTUAL FY 2024 BUDGET ACTUAL PROPOSED
320-00000-337500 SPLOST V - 13,063,819.87 - 6,616,172.82 6,228,143.91 741,691.01 6,604,896.00
320-00000-361000 INTEREST REVENUE - 868.25 - 1,452.95 1,452.95 258.83 -
Division: 00000 - OPENING ENTRIES Total: - 13,064,688.12 - 6,617,625.77 6,229,596.86 741,949.84 6,604,896.00

320-90000-612020 TRANSFER TO/FROM GENERAL FUND - - - 2,946,323.50 - - -
Division: 90000 - OTHER FINANCING USES Total: - - - 2,946,323.50 - -
Fund: 320 - SPLOST V FUND Surplus (Deficit): - 11,136,275.12 - 514,567.39 6,229,596.86 -134,306.41 6,604,896.00

36
Budget Worksheet

Fund: 321 - SPLOST VI
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
33 Intergovernmental - - - - -
36 Investment Income - - - - -

Total Budget - - - - -

37
FY 2022 FY 2022 FY 2023 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET FY 2023 ACTUAL FY 2024 BUDGET ACTUAL PROPOSED
321-00000-337500 SPLOST V - - - - - - -
321-00000-361000 INTEREST REVENUE - - - - - - -
Division: 00000 - OPENING ENTRIES Total: - - - - - - -

321-90000-612020 TRANSFER TO/FROM GENERAL FUND - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - - - - - -
Fund: 321 - SPLOST VI FUND Surplus (Deficit): - - - - - - -

38
Budget Worksheet

Fund: 335 - TSPLOST
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
33 Intergovernmental - - - 3,609,989.74 5,628,801.00
36 Investment Income - - - - -

Total Budget - - - 3,609,989.74 5,628,801.00

39
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
335-00000-337500 TSPLOST 1 - 4,527,329.45 - 6,398,353.84 6,398,353.84 1,284,669.18 5,628,801.00
335-00000-361001 TSPLOST INTEREST INCOME - - - - - - -
Fund: 335 - TSPLOST 1 Surplus (Deficit): - 4,527,329.45 - 6,398,353.84 6,398,353.84 1,284,669.18 5,628,801.00

40
Budget Worksheet

Fund: 353 - CITYWIDE CAPITAL PROJECTS

FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
38 Miscellaneous Revenue - - - -
39 Other Financing Uses 10,623,467.00 199,365.54 13,539,688.00 - -
10,623,467.00 199,365.54 13,539,688.00 - -

Fund: 353 - CITYWIDE PROJECTS FUND Total: 10,623,467.00 199,365.54 13,539,688.00 - -

41
FY 2022 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description FY 2022 BUDGET ACTUAL FY 2023 BUDGET ACTUAL BUDGET ACTUAL PROPOSED
353-00000-391100 OPERATING TRANSFER IN 10,623,467.00 4,041,627.05 13,539,688.00 - - - -
353-00000-391347 TRANSFER FROM SPLOST IV - - - - - - -
353-00000-391350 TRANSFER TO/FROM AMPHITHEATER - (3,842,261.51) - - - - -
353-00000-391360 TRANSFER FROM PFA - - - - - - -
353-00000-393200 PFA BOND PROCEEDS - - - - - - -
Fund: 353 - CITYWIDE PROJECTS FUND Surplus (Deficit): 10,623,467.00 199,365.54 13,539,688.00 - - - -

42
Budget Worksheet

Fund: 350 - URA
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
38 Miscellaneous Revenu 1,205,212.87 1,023,624.00 1,204,764.50 31,000.00 2,269,053.00
39 Other Financing Sources - - - - -

Total Budget 1,205,212.87 1,023,624.00 1,204,764.50 31,000.00 2,269,053.00

43
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
350-00000-389001 MISCELLANEOUS REVENUE - - - - - 31,000.00 -
350-00000-391100 OPERATING TRANSFERS IN 1,223,177.76 1,205,212.87 1,208,358.50 1,208,355.50 1,204,764.50 - -
350-00000-392200 PROPERTY SALE - - - - - -
350-00000-393200 BOND PROCEEDS - - - - - -
350-00000-393210 PROC.-2005 TAXABLE BONDS - - - - - -
Division: 00000 - OPENING ENTRIES Total: 1,223,177.76 1,205,212.87 1,208,358.50 1,208,355.50 1,204,764.50 31,000.00 -

350-80000-581300 PRINCIPAL-OTHER DEBT 780,000.00 780,000.00 1,023,624.00 820,000.00 1,039,731.50 - 2,110,066.00
350-80000-582300 INTEREST-OTHER DEBT 443,177.76 425,212.87 184,734.50 388,355.50 165,033.00 - 158,987.00
350-80000-583000 BOND ISSUANCE COST - - - - - -
Division: 80000 - DEBT SERVICES Total: 1,223,177.76 1,205,212.87 1,208,358.50 1,208,355.50 1,204,764.50 - 2,269,053.00

350-90000-521220 LEGAL - - - - - -
350-90000-611201 TRANSFER TO CIVIC CENTER - - - - - -
350-90000-611301 TRANSFER TO LCI GRANT - - - - - -
350-90000-611651 TRANSFER TO/FROM GF - - - - - -
350-90000-612001 TRANSFER - GF/URA - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - - - - - -
Fund: 350 - URBAN REDEVELOPMENT AGENCY Surplus (Deficit): - - - - - 31,000.00 2,269,053.00

44
Budget Worksheet

Fund: 355 - DOWNTOWN DEVELOPMENT AUTHORITY

FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
36 Investment Income - - - - -
38 Miscellaneous Revenue 45,000.00 45,000.00 45,000.00 - 45,000.00
39 Other Financing Uses - - - - -

Total Budget 45,000.00 45,000.00 45,000.00 - 45,000.00

45
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL FY 2025 PROPOSED
355-00000-361000 INTEREST REVENUES - - - - - - -
355-00000-361010 INTEREST ON CHECKING - - - - - - -
355-00000-381000 Rental Revenue - - - - - - -
355-00000-389009 LAND PURCHASE REIMB - - - - - - -
355-00000-389030 MISC REVENUE 45,000.00 - 45,000.00 - 45,000.00 - 45,000.00
355-00000-389040 FROM RESERVES - - - - - - -
355-00000-391100 OP TRANSFER IN - - - - - - -
355-00000-392200 PROPERTY SALE - - - - - - -
355-00000-393100 EXTINGUISHMENT OF DEBT - - - - - - -
355-00000-393200 BOND PROCEEDS - - - - - - -
Division: 00000 - OPENING ENTRIES Total: 45,000.00 - 45,000.00 - 45,000.00 - 45,000.00
355-90000-611355 OPERATING TRANS OUT - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - - - - - -
Fund: 355 - DOWNTOWN DEVELOPMENT AUTHORITY Surplus (Deficit): - (21,923.39) - 472.51 - -45,937.68 45,000.00

46
Budget Worksheet

Fund: 357 - CITYWIDE DEVELOPMENT AUTHORITY

FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
36 Investment Income - - - - -
38 Miscellaneous Revenue 45,000.00 45,000.00 45,000.00 - 45,000.00
39 Other Financing Uses - - - - -

Total Budget 45,000.00 45,000.00 45,000.00 - 45,000.00

47
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
357-00000-389030 MISC REVENUE - - 45,000.00 - 45,000.00 - 45,000.00
357-00000-391100 OPERATING TRANSFERS IN - - - - - - -
Division: 00000 - OPENING ENTRIES Total: - - 45,000.00 - 45,000.00 - 45,000.00

357-90000-611275 TRANSFER TO/FROM GF - (1,473.15) - - - - -
Division: 90000 - OTHER FINANCING USES Total: - (1,473.15) - - - - -
Fund: 357 - CITYWIDE DEVELOPMENT AUTHORITY Surplus (Deficit): - - - (529.31) - (446.76) 45,000.00

48
Budget Worksheet

Fund 360 - PUBLIC FACILITIES AUTHORITY

FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
39 Other Financing Uses - 2,943,804.26 2,946,323.50 - 60.00
58 Debt Services - - - - 4,050,000.00

Total Budget - 2,943,804.26 2,946,323.50 - 4,050,060.00

49
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
360-00000-391100 OPERATING TRANSFERS IN 3,014,566.25 - 2,943,804.26 - 2,946,323.50 - -
360-00000-393200 BOND PROCEEDS - TRAIL PROJECT FUND - - - - - - -
360-00000-393201 BOND PROCEEDS - CULTURAL ART CTR FUND - - - - - - -
360-00000-393202 BOND PROCEEDS - PUBLIC SAFETY EQUIP FUND - - - - - - -
360-00000-393203 BOND PROCEEDS - AMPHITHEATER PROJ FUND - - - - - - -
360-00000-393204 PFA BOND PROCEEDS - - - - - - -
360-00000-393205 BOND CAPITALIZED INTEREST - PFA - - - - - - 60.00
Division: 00000 - OPENING ENTRIES Total: 3,014,566.25 - 2,943,804.26 - 2,946,323.50 - 60.00

360-80000-581300 PRINCIPAL-OTHER DEBT - 2,685,000.00 - 3,915,000.00 2,720,000.00 - 4,050,000.00
360-80000-582300 INTEREST-OTHER DEBT 3,014,566.25 517,608.51 2,943,804.26 467,570.82 226,323.50 - -
Division: 80000 - DEBT SERVICES Total: 3,014,566.25 3,202,608.51 2,943,804.26 4,382,570.82 2,946,323.50 - 4,050,000.00

360-90000-612015 TRANSFER PFA TO CITYWIDE PROJECTS - - - - - - -
360-90000-612020 TRANSFER PFA TO/FROM GF - (3,014,566.26) - - - - -
360-90000-612025 TRANSFER TO/FROM SPLOST IV - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - (3,014,566.26) - - - - 4,050,060.00
Fund: 360 - PUBLIC FACILITIES AUTHORITY PROJECT FUND Surplus (Deficit): - (3,061,402.38) - (4,509,270.44) - (46.84) -

50
Budget Worksheet

Fund: 495 - CEMETERY FUND

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
36 Investment Income - - - - -
38 Miscellaneous Revenue - 10,000.00 10,000.00 - 10,000.00

Total Budget - 10,000.00 10,000.00 - 10,000.00

51
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
495-00000-361000 INTEREST REVENUES 20,000.00 - 10,000.00 - 10,000.00 - -
495-00000-389030 CEMETERY USE FEE - - - - - - 10,000.00
Division: 00000 - OPENING ENTRIES Total: 20,000.00 - 10,000.00 - 10,000.00 - 10,000.00

495-90000-611275 TRANSFER FROM G/F - (10,775.89) - - - - -
495-90000-612007 TRANSFER TO/FROM GF - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - (10,775.89) - - - - 10,000.00
Fund: 495 - CEMETERY FUND Surplus (Deficit): - 565.83 - (1,414.83) - (389.82) -

52
Budget Worksheet

Fund 505 - Water
Division: 43300 - SEWER
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
34 Charges For Services 1,805,138.04 1,640,000.00 1,828,000.00 2,380,977.51 1,979,107.00
36 Investment Income - 300.00 - - -
38 Miscellaneous Revenue - 280,345.51 257,145.51 - -

Total Budget 1,805,138.04 1,920,645.51 2,085,145.51 2,380,977.51 1,979,107.00

53
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
505-43300-344230 SEWER RESIDENTIAL 655,000.00 625,079.99 525,000.00 440,257.61 600,000.00 132,281.37 605,000.00
505-43300-344231 SEWER HC LEXINGTON SQUARE 50,000.00 51,640.32 40,000.00 58,178.11 45,000.00 19,704.60 40,000.00
505-43300-344232 SEWER COLLECTION FEE HC 5,000.00 4,447.34 5,000.00 3,427.80 4,500.00 1,217.82 4,500.00
505-43300-344233 SEWER APTS/MOBILE HOMES 375,000.00 565,103.11 435,000.00 587,518.46 555,000.00 202,950.74 561,000.00
505-43300-344234 SEWER HC B OF ED,3 CONYER 25,000.00 29,025.14 20,000.00 27,290.78 25,000.00 8,307.57 25,000.00
505-43300-344235 SEWER COMMERCIAL 355,000.00 312,653.63 325,000.00 287,588.79 315,000.00 101,586.31 315,000.00
505-43300-344236 SEWER BASE RESIDENTIAL 170,000.00 177,809.93 150,000.00 248,052.98 165,000.00 86,577.28 179,329.00
505-43300-344237 SEWER BASE COMMERCIAL 23,000.00 21,849.84 20,000.00 122,065.02 40,000.00 44,092.51 25,000.00
505-43300-344239 WILDWIND SEWER 24,000.00 3,528.74 10,000.00 1,858.84 3,500.00 (183.36) 3,500.00
505-43300-344240 SEWER CONNECT 50,000.00 6,000.00 35,000.00 123,000.00 25,000.00 72,000.00 85,778.00
505-43300-344290 LATE FEES - - - - - - -
505-43300-344299 SEWER IMPACT FEES 100,000.00 8,000.00 75,000.00 164,000.00 50,000.00 96,000.00 135,000.00
505-43300-361000 INTEREST REVENUES 300.00 - 300.00 - - - -
505-43300-381001 REIM FOR DAMAGED PROP. - - - - - - -
505-43300-389040 FROM RESERVES 334,562.00 - 280,345.51 - 257,145.51 - -
505-43300-391100 OPERATING TRANSFERS IN - - - - - - -
Division: 43300 - SEWER Surplus Totals
Fund: 505 SEWER FUND Surplus (Deficit): 2,166,862.00 1,805,138.04 1,920,645.51 2,063,238.39 2,085,145.51 764,534.84 1,979,107.00

54
Budget Worksheet

Fund 505 - Water
Division: 44200 - Water
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
34 Charges For Services 2,186,405.09 2,007,100.00 2,214,500.00 2,380,977.51 2,410,121.00
36 Investment Income - 100.00 - - -
38 Miscellaneous Revenue - 182,887.19 165,516.50 - 48,517.00

Total Budget 2,186,405.09 2,190,087.19 2,380,016.50 2,380,977.51 2,458,638.00

55
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
505-44200-344210 WATER RESIDENTIAL 700,000.00 700,473.11 650,000.00 647,869.18 710,000.00 205,802.12 727,021.00
505-44200-344211 WATER APTS./MH 385,000.00 571,278.35 400,000.00 612,918.73 575,000.00 225,815.17 575,000.00
505-44200-344212 WATER IRRIGATION 20,000.00 24,759.62 20,000.00 20,288.64 20,000.00 1,076.67 200,000.00
505-44200-344215 WATER COMMERCIAL 500,000.00 491,024.87 450,000.00 462,794.96 475,000.00 167,101.85 471,000.00
505-44200-344216 WATER BASE RESIDENTIAL 187,000.00 186,294.65 155,000.00 283,384.10 175,000.00 106,268.46 175,000.00
505-44200-344217 WATER BASE COMMERCIAL 135,000.00 121,686.50 135,000.00 152,704.90 130,000.00 59,356.34 130,000.00
505-44200-344220 WATER CONNECT 100,000.00 18,900.00 55,000.00 97,050.00 20,000.00 53,300.00 20,000.00
505-44200-344221 WATER 2ND FIRELINE METERS 2,000.00 2,062.80 2,000.00 2,062.80 2,000.00 687.60 2,100.00
505-44200-344222 WATER AUTO READ METER - - - - - - -
505-44200-344223 WATER MISCELLANEOUS 100.00 - 100.00 - - - -
505-44200-344230 SEWER RESIDENTIAL - - - - - - -
505-44200-344240 SEWER CONNECT - - - - - - -
505-44200-344290 LATE FEES 70,000.00 60,984.67 55,000.00 55,716.44 50,000.00 23,625.14 50,000.00
505-44200-344295 RECONNECT FEE 10,000.00 2,940.52 10,000.00 2,850.00 2,500.00 1,150.00 5,000.00
505-44200-344299 WATER IMPACT FEES 100,000.00 6,000.00 75,000.00 132,000.00 55,000.00 72,000.00 55,000.00
505-44200-361000 INTEREST REVENUES 100.00 - 100.00 - 127,240.20 - -
505-44200-361014 INTEREST ON BAD DEBT - - - - - - -
505-44200-389040 FROM RESERVES 218,128.22 - 182,887.19 - 165,516.50 - 48,517.00
505-44200-391100 OPERATING TRANSFERS IN - - - - - -
Division: 44200 - WATER Surplus (Deficit): 2,427,328.22 2,186,405.09 2,190,087.19 2,466,194.38 2,507,256.70 916,183.35 2,458,638.00

56
Budget Worksheet

Fund 510 - Stormwater
FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
31 Taxes 993.33 - 1,499.79 1,826.31 1,500.00
34 Charges for Services 1,036,214.79 1,038,517.79 1,207,000.00 34,308.21 1,026,132.00
38 Miscellaneous Revenue - - 4,790.36 - 69,600.00
39 Other Financing Uses 73,188.00 - - - -

Total Budget 1,110,396.12 1,038,517.79 1,213,290.15 36,134.52 1,097,232.00

57
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
510-00000-319900 PENALTY/INTEREST STRMWTR - 993.33 - 2,294.94 3,586.33 1,634.89 1,500.00
510-00000-349700 STORMWATER FEES 1,300,000.00 1,004,177.38 1,035,827.00 1,355,519.68 1,461,778.03 (9,222.92) 974,424.00
510-00000-349701 STRMWTR -PBLX DTNTN POND - - - - - - -
510-00000-349800 STORMWATER FEES PRIOR YRS 30,000.00 32,037.41 2,690.79 49,367.15 51,308.76 40,437.50 51,708.00
510-00000-361002 INTEREST EARNED 4237 - - - - - - -
510-00000-361011 BANK INTEREST - - - - - - -
510-00000-389040 FROM RESERVES 324,500.00 - - - 4,790.36 - 69,600.00
510-00000-392505 CONTRIBUTED CAPITAL - 73,188.00 - - - - -
Fund STORMWATER - WATER Surplus (Deficit): 1,654,500.00 1,110,396.12 1,038,517.79 1,407,181.77 1,521,463.48 32,849.47 1,097,232.00

58
Budget Worksheet

Fund 540 - Sanitation
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
31 Taxes 1,695.68 1,000.00 1,000.23 3,370.78 1,000.00
34 Charges for Services 1,696,585.88 1,705,765.00 2,500,600.00 84,095.09 2,554,821.00
38 Miscellaneous Revenue 113,420.21 215,427.43 358,709.00 47,109.37 539,500.00
61
Total Budget 1,811,701.77 1,922,192.43 2,860,370.23 134,575.24 3,095,321.00

59
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
540-00000-319901 PENALTY/INTEREST SANI 1,000.00 1,695.68 1,000.00 3,095.36 1,000.23 2,964.53 1,000.00
540-00000-344110 SAN-REVENUE 1,761,000.00 1,691,393.56 1,698,765.00 1,705,132.73 2,494,100.00 72,678.72 2,548,915.00
540-00000-344130 SAN-RECYCLED MAT REVENUE 2,000.00 1,252.80 2,000.00 640.00 1,500.00 - 1,500.00
540-00000-349801 SANI-PRIOR YEARS REVENUE 5,000.00 3,939.52 5,000.00 4,703.93 5,000.00 4,637.54 4,406.00
540-00000-361004 SANITATION INTEREST - - - - - - -
540-00000-381000 RENTS & ROYALTIES 130,000.00 113,420.21 130,000.00 98,402.21 115,000.00 18,357.91 115,000.00
540-00000-389000 INS. REIM. PROPERTY DAM. - - - - - - -
540-00000-389005 REIM. FOR CLEANUP - - - - - - -
540-00000-389030 MISCELLANEOUS - - - - - - -
540-00000-389040 FROM RESERVES 213,232.98 - 85,427.23 - 243,709.61 - 424,500.00
540-00000-391100 OPERATING TRANSFERS IN - - - - - -
540-00000-392200 Sale of Fixed Assets - - - - - -
Fund: 540 - SANITATION SOLID WASTE COLLECTION Surplus (Deficit): 2,112,232.98 1,811,701.77 1,922,192.23 1,811,974.23 2,860,309.84 98,638.70 3,095,321.00

60
Budget Worksheet

Fund: 555 Merle Manders Conference Center

FY 2022 ACTUAL FY 2023 ACTUAL FY 2024 BUDGET FY 2024 YTD FY 2025 PROPOSED
38 Miscellaneous Revenue 10,785.00 210,000.00 213,100.00 33,006.00 126,534.00
39 Other Financing Uses 0.00 525,607.18 526,057.18 0.00 579,378.00

Total Budget 10,785.00 735,607.18 739,157.18 33,006.00 705,912.00

61
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
555-00000-381000 RENTS & ROYALTIES 155,000.00 10,170.00 200,000.00 148,281.00 200,000.00 32,156.00 113,834.00
555-00000-381201 EQUIPMENT RENTAL 1,000.00 - - 1,980.00 3,000.00 - 3,000.00
555-00000-381205 TABLE RENTALS - 15.00 - 105.00 200.00 - 200.00
555-00000-381210 CHAIR RENTALS - - - - - - -
555-00000-381215 AUDIO EQUIPMENT RENTAL - - - 800.00 600.00 - 600.00
555-00000-381220 PODIUM RENTAL - - - 200.00 300.00 - 300.00
555-00000-381225 PROJECTOR RENTAL - 250.00 - 450.00 500.00 - 500.00
555-00000-381230 PROJECTION SCREEN RENTAL - 100.00 - 100.00 100.00 - 100.00
555-00000-381301 DANCE FLOOR RENTAL 5,000.00 - 10,000.00 - - -
555-00000-381305 STAGE RENTAL - - - 500.00 500.00 - 500.00
555-00000-389001 LINEN RENTAL - - - - - - -
555-00000-389002 DAMAGE FEES - 300.00 - - 500.00 - 500.00
555-00000-389004 KITCHEN RENTAL 1,750.00 - - - - 600.00 -
555-00000-389006 FOOD/BEVERAGE/CATERING - - - 200.00 - - -
555-00000-389007 CANCELLATION FEE 1,250.00 - - 550.00 - 400.00 -
555-00000-389011 MISC REVENUE - - - - - - -
555-00000-389018 CLIENT EVENT ATTENDANT 11,000.00 (50.00) - 8,150.00 7,000.00 (150.00) 7,000.00
555-00000-389030 MISCELLANEOUS 1,000.00 - - 330.03 400.00 - -
555-00000-389034 MMCC WOMENS CONFERENCE - - - - - - -
555-00000-389040 FROM RESERVES - - - - - - -
555-00000-391100 OPERATING TRANSFERS IN 726,634.74 1,022,753.67 525,607.18 - 526,057.18 - 579,378.00
555-00000-392505 Contributed Capital - - - - - - -
Fund 555 Merle Manders Total Revenues 902,634.74 1,033,538.67 735,607.18 161,646.03 739,157.18 33,006.00 705,912.00

62
Budget Worksheet

Fund: 565 - AMPHITHEATER
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
34 Charges for Services 445,079.52 1,060,000.00 1,060,000.00 9,023.40 2,045,000.00
38 Miscellaneous Revenue 2,500.00 715,000.00 940,000.00 73,579.72 555,000.00

Total Budget 447,579.52 1,775,000.00 2,000,000.00 82,603.12 2,600,000.00

63
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
565-00000-347300 TICKET SALES - 445,079.52 1,000,000.00 880,122.67 1,000,000.00 - 2,000,000.00
565-00000-347305 CONCESSION SALES - - 60,000.00 29,642.45 60,000.00 - 45,000.00
565-00000-381000 RENTS & ROYALTIES - 2,500.00 715,000.00 2,500.00 540,000.00 - 400,000.00
565-00000-389030 MISCELLANEOUS - - - - 600,000.00 - -
565-00000-389045 SPONSORSHIPS - - - 33,000.00 400,000.00 - 155,000.00
565-00000-391000 TRANSFER FROM SPLOST IV BOND ACCT 450,000.00 - - - - - -
565-00000-391370 TRANSFER TO/FROM CITY WIDE PROJECTS - 3,842,261.51 - - - - -
Fund: 565 - AMPHITHEATER COMPLEX Surplus (Deficit): 450,000.00 4,289,841.03 1,775,000.00 945,265.12 2,600,000.00 2,600,000.00

64
EXPENDITURES

65
Budget Worksheet

Division: 11100 - GOVERNING BODY
FY 2023
FY 2022 ACTUAL ACTUAL FY 2024 BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 208,063.11 328,210.20 392,978.48 240,143.52 409,904.00
52 Purchased/ Contract Services 118,183.07 337,860.91 149,350.00 97,166.97 147,700.00
53 Supplies 39,405.71 38,947.96 52,800.00 25,194.70 24,300.00
Total Budget 365,651.89 705,019.07 595,128.48 362,505.19 581,904.00

66
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-11100-511100 REGULAR EMPLOYEE SALARIES - - 107,346.65 109,508.65 116,920.96 66,305.60 135,346.00
100-11100-511120 MAYOR 14,400.00 14,400.00 14,400.00 14,400.00 24,000.00 13,066.69 24,000.00
100-11100-511121 COUNCIL 60,000.00 60,000.00 60,000.00 60,000.00 100,000.00 58,333.45 100,000.00
100-11100-511300 OVERTIME - - 1,361.41 1,361.41 800.00 1,928.67 1,600.00
100-11100-512100 GRP INSRNC MEDICAL/DENTAL 148,731.97 123,029.80 109,740.64 112,461.15 107,757.52 77,392.31 107,758.00
100-11100-512110 GROUP INSURANCE LIFE 300.00 118.97 520.00 520.00 1,000.00 579.54 1,000.00
100-11100-512111 GROUP INSURANCE VISION 627.00 561.87 598.00 598.00 1,000.00 397.93 1,000.00
100-11100-512200 MEDICARE 1.45% 1,200.00 1,078.80 2,534.21 2,565.56 1,200.00 2,018.50 1,200.00
100-11100-512400 PENSION 10,800.00 7,745.40 23,476.86 25,611.12 34,000.00 19,366.76 34,000.00
100-11100-512700 WORKER'S COMPENSATION 2,300.00 1,128.27 1,184.31 1,184.31 2,300.00 754.07 -
100-11100-512851 HRA DEDUCTIBLE 6,000.00 - - - 4,000.00 - 4,000.00
100-11100-521101 OFFICIAL/ADMINISTRATIVE 12,000.00 5,694.55 7,000.00 20,395.96 14,000.00 8,720.36 14,000.00
100-11100-522341 COPIER RENTAL - - 607.80 607.80 650.00 354.55 -
100-11100-523400 PRINTING & BINDING 4,000.00 3,662.21 2,669.93 2,975.78 4,000.00 705.98 3,000.00
100-11100-523500 TRAVEL - 429.20 930.00 930.00 2,000.00 39.00 2,000.00
100-11100-523502 TRAVEL MAYOR 4,997.01 4,890.36 4,502.58 4,502.58 10,000.00 4,884.19 10,000.00
100-11100-523503 TRAVEL DISTRICT 5 187.72 (199.05) 4,318.99 4,318.99 10,000.00 4,121.77 10,000.00
100-11100-523504 TRAVEL DISTRICT 3 9,291.98 9,944.44 3,885.58 3,885.58 10,000.00 4,408.84 10,000.00
100-11100-523505 TRAVEL DISTRICT 1 3,489.13 3,188.43 4,405.38 4,405.38 10,000.00 2,961.40 10,000.00
100-11100-523506 TRAVEL DISTRICT 4 3,614.66 3,757.95 2,990.94 2,990.94 10,000.00 3,447.00 10,000.00
100-11100-523507 TRAVEL DISTRICT 2 5,000.00 2,285.06 4,112.32 4,112.32 10,000.00 4,114.00 10,000.00
100-11100-523600 DUES & FEES - - - - 100.00 - 100.00
100-11100-523601 DUES & FEES MAYOR 102.99 102.99 - - 100.00 - 100.00
100-11100-523602 DUES & FEES DISTRICT 5 - - 100.00 - 100.00 - 100.00
100-11100-523603 DUES & FEES DISTRICT 3 100.00 - - - 100.00 - 100.00
100-11100-523604 DUES & FEES DISTRICT 1 (580.00) (580.00) - - 100.00 - 100.00
100-11100-523605 DUES & FEES DISTRICT 4 - - - - 100.00 - 100.00
100-11100-523606 DUES & FEES DISTRICT 2 100.00 - - - 100.00 - 100.00
100-11100-523700 EDUCATION & TRAINING - - - - 2,000.00 - 2,000.00
100-11100-523702 EDUCATION & TRAINING MAYOR 5,000.00 3,090.00 3,502.78 4,317.15 6,000.00 3,100.00 6,000.00
100-11100-523703 EDUCATION & TRAINING DISTRICT 5 264.78 264.78 3,855.00 3,855.00 6,000.00 3,025.00 6,000.00
100-11100-523704 EDUCATION & TRAINING DISTRICT 3 2,884.63 1,550.00 4,050.00 4,050.00 6,000.00 3,260.00 6,000.00
100-11100-523705 EDUCATION & TRAINING DISTRICT 1 3,489.13 2,204.00 3,510.00 3,510.00 6,000.00 3,034.00 6,000.00
100-11100-523706 EDUCATION & TRAINING DISTRICT 4 2,218.56 2,218.56 3,105.00 3,105.00 6,000.00 2,160.00 6,000.00
100-11100-523707 EDUCATION & TRAINING DISTRICT 2 5,000.00 689.78 3,919.37 3,105.00 6,000.00 2,645.00 6,000.00
100-11100-523911 COUNCIL INTIATIVES MAYOR 5,000.00 4,249.02 7,631.44 7,631.44 5,000.00 2,668.99 5,000.00
100-11100-523912 COUNCIL INTIATIVES DISTRICT 5 14,000.00 23,848.00 15,949.29 16,474.29 5,000.00 16,333.03 5,000.00
100-11100-523913 COUNCIL INTIATIVES DISTRICT 3 2,823.39 5,973.77 7,315.15 7,315.15 5,000.00 2,154.50 5,000.00
100-11100-523914 COUNCIL INTIATIVES DISTRICT 1 8,701.73 10,494.74 5,312.71 5,312.71 5,000.00 1,448.57 5,000.00
100-11100-523915 COUNCIL INTIATIVES DISTRICT 4 9,666.78 9,666.78 10,481.90 10,481.90 5,000.00 8,902.00 5,000.00
100-11100-523916 COUNCIL INTIATIVES DISTRICT 2 4,956.38 4,455.33 12,470.50 12,470.50 5,000.00 14,678.79 5,000.00
100-11100-531130 OFFICE SUPPLIES 4,000.00 3,004.78 1,815.91 1,779.20 2,500.00 552.16 2,500.00
100-11100-531700 MISCELLANEOUS EXPENSE 3,700.00 4,322.78 3,173.25 3,323.15 4,000.00 1,235.92 2,000.00
100-11100-531701 HOSPITALITY/FOOD/BEVERAGE 4,120.12 3,805.17 7,107.25 7,107.25 7,000.00 3,031.62 8,000.00
100-11100-531747 CIVIC EVENTS 8,000.00 4,762.15 8,007.55 8,007.55 15,000.00 7,290.42 9,000.00
100-11100-531748 YOUTH ADVISORY COUNCIL 21,500.00 22,642.98 17,686.11 17,794.12 21,500.00 11,374.68 -
100-11100-531750 UNIFORMS - - 38.86 38.86 400.00 - 400.00
100-11100-531751 UNIFORMS MAYOR 400.00 - - - 400.00 - 400.00
100-11100-531752 UNIFORMS DISTRICT 5 1,017.50 1,017.50 400.00 402.15 400.00 1,338.90 400.00
100-11100-531753 UNIFORMS DISTRICT 3 400.00 - 129.59 129.59 400.00 371.00 400.00
100-11100-531754 UNIFORMS DISTRICT 1 400.00 - - - 400.00 - 400.00
100-11100-531755 UNIFORMS DISTRICT 4 - - 366.09 366.09 400.00 - 400.00
100-11100-531756 UNIFORMS DISTRICT 2 443.62 443.62 - - 400.00 - 400.00
Division: 11100 - GOVERNING BODY Total: 415,028.96 367,125.04 483,620.72 505,019.07 595,128.48 362,505.19 581,904.00

67
Budget Worksheet

Division: 11300 - CITY CLERK
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 477,215.33 274,930.09 310,398.56 176,867.01 327,270.00
52 Purchased/ Contract Services 18,995.18 14,595.55 35,125.00 9,197.26 31,500.00
53 Supplies 21,150.34 32,431.69 15,750.00 9,561.48 75,250.00
54 Capital Outlay - 2,653.56 7,000.00 2,500.00 5,000.00

Total Budget 517,360.85 324,610.89 368,273.56 198,125.75 439,020.00

68
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-11300-511100 REGULAR EMPL. SALARIES 345,173.93 329,129.57 202,636.61 197,893.68 221,089.49 114,772.85 241,961.00 -
100-11300-511300 OVERTIME 200.00 2,937.85 2,017.23 2,017.23 - - -
100-11300-512100 GRP INSRNC MEDICAL/DENTAL 123,953.94 112,519.31 46,821.42 44,913.01 40,409.07 40,943.40 40,409.00
100-11300-512101 FEES GRP INS 1,500.00 - 1,500.00 - 1,500.00 - 1,500.00
100-11300-512110 GROUP INSURANCE LIFE 900.00 1,088.02 900.00 682.83 900.00 432.60 900.00
100-11300-512111 GROUP INSURANCE VISION 514.00 518.13 1,000.00 301.29 1,000.00 200.86 1,000.00
100-11300-512200 MEDICARE 1.45% 3,500.00 4,687.26 3,000.00 2,991.11 3,000.00 1,634.02 3,000.00
100-11300-512400 PENSION 35,000.00 25,100.64 32,000.00 24,104.53 32,000.00 18,227.58 32,000.00
100-11300-512600 UNEMPLOYMENT INSURANCE 3,000.00 - 2,000.00 - 2,000.00 - -
100-11300-512700 WORKER'S COMPENSATION 2,500.00 1,234.55 2,000.00 2,026.41 2,000.00 655.70 -
100-11300-512800 EMPLOYEE ASSISTANCE PROG. 750.00 - 500.00 - 500.00 - 500.00
100-11300-512851 HRA DEDUCTIBLE 10,000.00 - 6,000.00 - 6,000.00 - 6,000.00
100-11300-521301 CODIFICATION - - 10,000.00 580.00 8,000.00 - 10,000.00
100-11300-522341 COPIER RENTAL 1,625.00 1,700.84 1,625.00 607.80 1,625.00 354.55 -
100-11300-523310 PUBLIC NOTICES - 504.00 5,000.00 1,512.00 3,048.66 972.00 3,000.00
100-11300-523400 PRINTING & BINDING 4,725.00 1,910.00 500.00 968.92 1,000.00 706.72 1,000.00
100-11300-523500 TRAVEL 9,500.00 7,544.23 9,000.00 5,133.11 9,000.00 3,647.04 9,000.00
100-11300-523600 DUES & FEES 1,000.00 1,371.55 1,200.00 890.59 1,500.00 90.00 1,500.00
100-11300-523700 EDUCATION & TRAINING 9,800.00 5,544.00 6,500.00 4,618.45 6,500.00 3,346.95 6,500.00
100-11300-523940 POSTAGE 775.00 420.56 500.00 150.63 500.00 80.00 500.00
100-11300-531120 ELECTION EXPENSE 3,000.00 9,310.01 32,000.00 27,766.13 8,000.00 7,462.30 32,000.00
100-11300-531130 OFFICE SUPPLIES 5,000.00 4,731.33 1,500.00 958.26 2,500.00 104.61 2,500.00
100-11300-531132 COMMITTEE EXPENSES - - - - - - 3,000.00
100-11300-531140 SUPPLIES & MATERIALS 5,000.00 579.02 1,500.00 1,644.80 2,500.00 433.82 2,500.00
100-11300-531600 SMALL EQUIPMENT - NON CAPITAL 4,000.00 884.31 2,000.00 310.70 1,000.00 - 1,000.00
100-11300-531701 HOSPITALITY/FOOD/BEVERAGE - - 3,000.00 458.13 1,951.34 951.34 3,000.00
100-11300-531725 PROMOTIONAL ITEMS 5,000.00 4,094.32 1,500.00 879.96 3,000.00 - 3,000.00
100-11300-531747 MUNICPAL DINNERS - - - - - - 6,000.00
100-11300-531748 YOUTH COUNCIL - - - - - - 21,500.00
100-11300-531750 UNIFORMS 1,500.00 1,349.35 750.00 413.71 750.00 609.41 750.00
100-11300-542400 COMPUTER SOFTWARE 5,000.00 - 5,000.00 2,653.56 7,000.00 2,500.00 5,000.00
Division 11300 - CITY CLERK Total: 582,916.87 517,158.85 382,084.31 324,610.89 368,273.56 198,125.75 439,020.00

69
Budget Worksheet

Division: 13000 - EXECUTIVE
FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
51 Personal Service 492,238.75 694,437.37 691,688.97 369,994.05 712,455.00
52 Purchased/ Contract Services 37,990.70 55,196.47 32,600.00 65,549.92 32,200.00
53 Supplies 21,783.69 16,678.78 13,500.00 5,944.84 15,000.00
57 Other Costs 130,227.59 118,006.43 43,359.03 27,574.21 35,000.00

Total Budget 682,240.73 884,319.05 781,148.00 469,063.02 794,655.00

70
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-13000-511100 REGULAR EMPL. SALARIES 368,945.30 368,976.43 494,598.36 504,401.82 530,170.83 257,086.52 562,436.00
100-13000-511113 VEHICLE ALLOWANCE - - - - 12,000.00 6,000.00 6,000.00
100-13000-511300 OVERTIME - - 206.19 206.19 500.00 243.96 500.00
100-13000-512100 GRP INSRNC MEDICAL/DENTAL 102,887.49 89,812.24 103,247.99 151,808.89 80,818.14 83,362.93 80,819.00
100-13000-512110 GROUP INSURANCE LIFE 1,800.00 959.04 1,578.97 1,578.97 3,000.00 848.42 3,000.00
100-13000-512111 GROUP INSURANCE VISION 380.00 414.18 795.87 795.87 1,000.00 421.68 1,000.00
100-13000-512200 MEDICARE 1.45% 7,000.00 5,232.26 6,954.56 7,096.71 6,000.00 3,805.00 6,000.00
100-13000-512400 PENSION 4,200.00 3,012.12 2,900.05 3,163.69 4,200.00 2,392.39 4,200.00
100-13000-512401 RETIREMENT CONTRIBUTION 39,000.00 22,352.62 17,187.71 23,837.72 40,000.00 14,427.71 40,000.00
100-13000-512600 UNEMPLOYMENT INSURANCE 2,500.00 - - - 2,500.00 - -
100-13000-512700 WORKER'S COMPENSATION 3,000.00 1,479.86 1,547.51 1,547.51 3,000.00 983.58 -
100-13000-512800 EMPLOYEE ASSISTANCE PROG. 600.00 - - - 500.00 - 500.00
100-13000-512850 HRA REIMBURSEMENT 3,000.00 - - - 8,000.00 421.86 8,000.00
100-13000-521201 PROFESSIONAL SERVICES 16,657.48 11,734.49 39,294.50 37,310.90 10,000.00 44,298.60 10,000.00
100-13000-522341 COPIER RENTAL 2,500.00 1,872.52 607.80 607.80 1,100.00 354.55 -
100-13000-523400 PRINTING & BINDING - - 1,218.95 1,218.95 500.00 705.98 1,200.00
100-13000-523500 TRAVEL 10,466.59 13,229.69 10,468.97 10,468.97 7,000.00 5,550.12 7,000.00
100-13000-523600 DUES & FEES 5,000.00 2,718.00 2,642.00 2,642.00 7,000.00 6,660.67 7,000.00
100-13000-523700 EDUCATION & TRAINING 10,000.00 8,436.00 2,938.22 2,938.22 7,000.00 4,188.00 7,000.00
100-13000-523850 INTERN HELP - - - - - 3,792.00
100-13000-523930 DRUG TESTING, VACCINES - - - - - -
100-13000-523940 POSTAGE - - 9.63 9.63 - -
100-13000-531110 COMPUTER EXPENSE 395.75 395.75 - - - -
100-13000-531130 OFFICE SUPPLIES 3,500.00 3,991.92 1,797.29 1,797.29 2,500.00 1,322.10 2,500.00
100-13000-531140 SUPPLIES & MATERIALS 1,271.00 2,834.26 335.99 335.99 - 72.08 -
100-13000-531270 ENERGY-GASOLINE/DIESEL - - - - - - -
100-13000-531700 MISCELLANEOUS EXPENSE 6,756.59 7,820.10 7,422.15 7,572.05 5,000.00 3,462.85 5,000.00
100-13000-531701 HOSPITALITY/FOOD/BEVERAGE 4,924.17 5,113.91 6,453.26 6,453.26 5,000.00 278.24 7,500.00
100-13000-531737 VETERAN'S DAY PARADE - - 315.00 315.00 - -
100-13000-531750 UNIFORMS 1,028.42 1,627.75 205.19 205.19 1,000.00 809.57
100-13000-579000 CONTINGENCIES 120,000.00 130,227.59 90,000.00 118,006.43 43,359.03 27,574.21 35,000.00
Division: 13000 - EXECUTIVE 715,812.79 682,240.73 792,726.16 884,319.05 781,148.00 469,063.02 794,655.00

71
Budget Worksheet

Division: 15100 - FINANCIAL ADMINISTRATION
FY 2025
FY 2022 ACTUAL FY 2023 ACTUAL FY 2024 BUDGET FY 2024 YTD PROPOSED
51 Personal Service 709,753.72 650,086.71 818,675.55 366,946.61 1,120,289.00
52 Purchased/ Contract Services 211,774.87 441,854.36 209,400.00 287,512.49 250,400.00
53 Supplies 7,278.33 9,536.32 5,250.00 4,547.51 7,800.00
54 Capital Outlay 57,601.77 26,123.70 41,000.00 456.00 21,500.00
57 Other Costs - - - - -
61 Other Financing Uses - - - - -

Total Budget 986,408.69 1,127,601.09 1,074,325.55 659,462.61 1,399,989.00

72
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-15100-511100 REGULAR EMPL. SALARIES 501,265.74 501,008.26 456,279.40 461,978.60 575,778.65 227,004.66 798,942.00
100-15100-511300 OVERTIME 400.00 425.01 641.90 641.90 200.00 659.69 400.00
100-15100-512100 GRP INSRNC MEDICAL/DENTAL 172,075.79 151,167.58 139,921.78 134,452.30 134,696.90 93,419.22 134,697.00
100-15100-512101 FEES GRP INS 2,400.00 2,133.00 2,776.50 2,776.50 2,500.00 1,296.00 2,500.00
100-15100-512110 GROUP INSURANCE LIFE 1,485.71 1,756.44 1,751.47 1,751.47 1,875.00 944.58 1,875.00
100-15100-512111 GROUP INSURANCE VISION 709.00 820.55 833.07 833.07 1,250.00 390.70 1,250.00
100-15100-512200 MEDICARE 1.45% 5,714.29 7,147.60 6,544.85 6,627.49 7,500.00 3,272.11 7,500.00
100-15100-512400 PENSION 52,571.43 37,702.20 32,591.36 35,554.21 59,000.00 33,607.07 59,000.00
100-15100-512600 UNEMPLOYMENT INSURANCE 4,200.00 - - - 5,250.00 3,285.00 88,500.00
100-15100-512700 WORKER'S COMPENSATION 4,000.00 1,970.43 2,068.62 2,068.62 5,000.00 1,639.28 -
100-15100-512800 EMPLOYEE ASSISTANCE PROG. 1,257.14 1,622.65 2,098.75 2,098.75 1,625.00 1,428.30 1,625.00
100-15100-512851 HRA DEDUCTIBLE 10,000.00 4,000.00 1,303.80 1,303.80 24,000.00 - 24,000.00
100-15100-521100 CONSULTANT FEES 20,000.00 10,000.00 10,000.00 13,625.00 20,000.00 1,750.00 20,000.00
100-15100-521210 ACCOUNTING,ANNUAL AUDIT 54,100.00 56,030.00 86,000.00 86,000.00 50,000.00 85,000.00 75,000.00
100-15100-521223 PAYROLL FEES 43,000.00 12,041.87 10,000.00 13,960.41 10,000.00 9,472.21 25,000.00
100-15100-522210 MAINTENANCE AGREEMENTS 48,125.06 48,125.06 50,008.31 49,517.31 48,000.00 30,102.96 50,000.00
100-15100-522250 AUTO & TRUCK REPAIR - 4.13 209.03 209.03 - 373.31 -
100-15100-522320 RENTAL OF EQUIP & VEHICLE 504.00 504.00 504.00 126.00 400.00 - -
100-15100-522341 COPIER RENTAL 3,859.04 4,939.34 2,231.16 2,231.16 4,000.00 1,301.51 -
100-15100-523240 AT&T CLUB SERVICE 10,803.66 13,793.38 19,713.53 19,713.53 10,000.00 13,286.80 -
100-15100-523246 TELECOMMUNICATION 35,000.00 20,880.83 20,718.91 20,718.91 22,000.00 12,379.50 -
100-15100-523400 PRINTING & BINDING 500.00 194.53 2,341.44 2,341.44 500.00 958.44 2,400.00
100-15100-523500 TRAVEL 6,000.00 6,725.57 5,110.19 5,110.19 10,000.00 - 10,000.00
100-15100-523600 DUES & FEES 2,500.00 1,485.00 1,162.00 1,162.00 2,000.00 1,416.00 2,500.00
100-15100-523700 EDUCATION & TRAINING 12,000.00 6,081.00 5,331.00 5,331.00 10,000.00 - 10,000.00
100-15100-523850 PERSONNEL SERVICE - - 26,239.96 36,524.60 - 103,181.18 -
100-15100-523851 INTERN HELP - - 2,790.00 2,790.00 - 2,308.00 3,500.00
100-15100-523901 BANK CHARGES 5,000.00 2,383.65 15,672.59 15,874.19 5,000.00 531.21 16,000.00
100-15100-523905 COLLECTION FEE HENRY COUNTY - - - 92,016.88 - 2,717.36 3,500.00
100-15100-523909 CREDIT CARD EXPENSES 5,000.00 25,347.83 15,000.00 72,297.47 15,000.00 21,811.57 30,000.00
100-15100-523940 POSTAGE 12,000.00 2,172.90 2,500.00 1,465.24 2,500.00 922.44 2,500.00
100-15100-531130 OFFICE SUPPLIES 3,500.00 3,968.65 1,000.00 4,146.40 3,000.00 3,343.12 5,000.00
100-15100-531140 SUPPLIES & MATERIALS 2,000.00 83.74 500.00 744.73 500.00 506.09 800.00
100-15100-531700 MISCELLANEOUS EXPENSE 2,000.00 776.06 500.00 315.43 500.00 171.58 500.00
100-15100-531701 HOSPITALITY/FOOD/BEVERAGE 300.00 146.68 500.00 939.98 750.00 526.72 750.00
100-15100-531750 UNIFORMS 600.00 24.73 600.00 199.89 500.00 - 750.00
100-15100-541406 STORM WATER/PROPERTY TAX 10,000.00 20,121.28 10,000.00 21,125.70 20,000.00 - 20,000.00
100-15100-542300 FURNITURE & FIXTURES 394.77 345.49 500.00 - 500.00 - 1,000.00
100-15100-542400 COMPUTER SOFTWARE 19,210.00 35,210.00 20,000.00 4,998.00 20,000.00 456.00 -
100-15100-542500 EQUIPMENT 1,925.00 1,925.00 1,000.00 - 500.00 - 500.00
Division: 15100 Financial Administration Total: 1,056,679.10 986,408.69 957,783.62 1,127,601.09 1,074,325.55 659,462.61 1,399,989.00

73
Budget Worksheet

Division: 15110 - NON-DEPARTMENTAL
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
52 Purchased/ Contract Services 605,153.29 396,716.11 618,400.00 289,600.55 643,400.00
53 Supplies 13,128.40 11,155.48 10,000.00 3,016.46 12,000.00
54 Capital Outlay 36,449.42 28,541.76 93,000.00 55,724.40 105,000.00
57 Other Costs 7,945.50 - 15,000.00 - 780,355.00

Total Budget 662,676.61 436,413.35 736,400.00 348,341.41 1,540,755.00

74
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-15110-521100 CONSULTANT FEES 80,000.00 77,312.50 - - 80,000.00 2,250.00 80,000.00
100-15110-521217 LEGAL 300,000.00 336,336.77 277,151.58 288,948.00 350,000.00 211,817.50 350,000.00
100-15110-521218 LEGAL, OTHER 30,000.00 153,527.40 108,427.74 89,027.74 150,000.00 35,304.00 150,000.00
100-15110-521335 SHREDING 3,000.00 1,299.97 1,180.75 1,447.68 2,000.00 1,019.03 2,000.00
100-15110-522250 AUTO & TRUCK REPAIR (ADMIN. VEHICLES) 3,000.00 1,050.82 1,574.99 1,574.99 3,000.00 863.10 3,000.00
100-15110-522320 RENTAL OF EQUIP & VEHICLE - - 2,342.56 2,342.56 200.00 1,134.75 -
100-15110-523300 ADVERTISEMENT - 110.00 378.00 378.00 200.00 105.00 400.00
100-15110-523600 DUES & FEES (GMA DUES) 12,000.00 9,480.03 10,050.48 10,600.48 15,000.00 12,122.17 25,000.00
100-15110-523945 WEBSITE 5,000.00 22,997.80 - - 15,000.00 24,985.00 30,000.00
100-15110-523946 SEE CLICK FIX SOFTWARE - 3,038.00 2,396.66 2,396.66 3,000.00 - 3,000.00
100-15110-531140 SUPPLIES & MATERIALS (CITY HALL) 15,000.00 13,128.40 11,155.48 11,155.48 10,000.00 3,016.46 12,000.00
100-15110-531710 CHRISTMAS DECORATIONS 20,000.00 - - - - - -
100-15110-542402 AGENDA SOFTWARE 8,000.00 7,199.98 7,199.97 7,199.97 8,000.00 12,790.29 20,000.00
100-15110-542403 CITY-WIDE DIGITAL SOFTWARE CONVERSION 25,000.00 19,249.44 21,341.79 21,341.79 25,000.00 12,404.93 25,000.00
100-15110-542404 APP SOFTWARE 10,000.00 10,000.00 - - 10,000.00 - 10,000.00
100-15110-542526 OPENGOV - - - - 50,000.00 30,529.18 50,000.00
100-15110-571000 ABATEMENT PROGRAM 80,000.00 7,945.50 - - 15,000.00 - 150,000.00
100-15110-579000 CONTINGENCIES - - - - - - 630,355.00
Division: 15110 - NON-DEPARTMENTAL Total: 591,000.00 662,676.61 443,200.00 436,413.35 736,400.00 348,341.41 1,540,755.00

75
Budget Worksheet

Division: 15160 - BUSINESS SERVICES
FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
51 Personal Service 241,364.75 244,067.09 228,823.39 124,592.33 239,173.00
52 Purchased/ Contract Services 12,926.99 10,918.64 10,650.00 6,610.35 18,350.00
53 Supplies 2,856.99 11,451.02 3,200.00 471.06 4,200.00

Total Budget 257,148.73 266,436.75 242,673.39 131,673.74 261,723.00

76
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-15160-511100 REGULAR SALARIES 143,751.38 140,468.25 145,332.99 148,199.39 155,014.32 74,814.12 167,364.00 -
100-15160-511300 OVERTIME 33.10 41.48 - - - 33.98 -
100-15160-512100 GRP INSRNC MEDICAL/DENTAL 66,609.21 80,281.31 53,058.02 77,106.15 40,409.07 34,540.50 40,409.00
100-15160-512110 GROUP INSURANCE LIFE 825.00 488.40 590.16 590.16 850.00 345.20 850.00
100-15160-512111 GROUP INSURANCE VISION 288.00 326.42 405.36 405.36 1,000.00 197.06 1,000.00
100-15160-512200 MEDICARE 1.45% 1,800.00 1,902.72 1,982.69 2,024.25 1,800.00 997.71 1,800.00
100-15160-512400 PENSION 18,750.00 13,446.84 12,946.78 14,123.76 18,750.00 10,680.18 18,750.00
100-15160-512600 UNEMPLOYMENT INSURANCE 3,000.00 - - - 2,000.00 - -
100-15160-512700 WORKER'S COMPENSATION 3,000.00 2,409.33 1,618.02 1,618.02 3,000.00 983.58 3,000.00
100-15160-512851 HRA DEDUCTIBLE 6,000.00 2,000.00 - - 6,000.00 2,000.00 6,000.00
100-15160-521201 PROFESSIONAL FEES 7,000.00 - - - - - 5,000.00
100-15160-521310 SOFTWARE 4,000.00 131.25 - - 2,700.00 2,700.52 -
100-15160-525341 COPIER RENTAL 1,995.17 2,267.01 1,647.36 1,647.36 1,800.00 960.96 -
100-15160-523400 PRINTING & BINDING 1,800.00 1,349.48 2,570.84 2,570.84 1,500.00 546.78 3,000.00
100-15160-523500 TRAVEL 2,671.15 2,671.15 2,141.75 2,141.75 1,700.00 1,767.16 3,000.00
100-15160-523600 DUES & FEES 200.00 90.00 121.00 121.00 150.00 50.00 350.00
100-15160-523700 EDUCATION & TRAINING 1,457.76 1,457.76 317.75 317.75 1,000.00 50.00 2,000.00
100-15160-523940 POSTAGE 5,000.00 2,346.71 4,402.45 4,402.45 1,800.00 534.93 5,000.00
100-15160-531140 SUPPLIES & MATERIALS 2,314.29 2,371.64 1,486.88 1,459.26 2,000.00 471.06 2,500.00
100-15160-531600 SMALL EQUIPMENT - NON CAPITAL - - - - 900.00 - 1,200.00
100-15160-531750 UNIFORMS 485.35 485.35 388.76 388.76 300.00 - 500.00
Division: 15160 Business Services 273,923.59 257,148.73 238,331.30 266,436.75 242,673.39 131,673.74 261,723.00

77
Budget Worksheet

Division: 15350 - INFORMATION TECHNOLOGY
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service - 98,121.16 322,469.07 177,000.89 339,586.00
52 Purchased/ Contract Services 561,044.50 588,068.03 152,450.00 173,888.11 345,200.00
53 Supplies 52,517.86 71,065.72 52,500.00 19,629.86 51,500.00
54 Capital Outlay 48,343.62 119,041.75 144,000.00 15,767.66 155,000.00

Total Budget 661,905.98 876,296.66 671,419.07 386,286.52 891,286.00

78
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-15350-511100 REGULAR EMPL. SALARIES - - 48,501.35 52,672.55 220,560.00 101,520.85 244,177.00
100-15350-511300 OVERTIME - - 1,777.31 1,777.31 - 1,328.19 1,000.00
100-15350-512100 GRP INSRNC MEDICAL/DENTAL - - 17,663.36 17,663.36 40,409.07 53,459.20 40,409.00
100-15350-512101 FEES GRP INS - - - - 1,500.00 - 1,500.00
100-15350-512110 GROUP INSURANCE LIFE - - 255.18 255.18 6,000.00 534.96 6,000.00
100-15350-512111 GROUP INSURANCE VISION - - 43.88 43.88 3,000.00 174.64 3,000.00
100-15350-512200 MEDICARE 1.45% - - 729.05 789.53 6,000.00 1,419.35 6,000.00
100-15350-512400 PENSION - - 20,714.87 22,598.04 30,000.00 17,088.33 30,000.00
100-15350-512600 UNEMPLOYMENT INSURANCE - - - - 3,000.00 - -
100-15350-512700 WORKER'S COMPENSATION - - 2,321.31 2,321.31 4,500.00 1,475.37 -
100-15350-512800 EMPLOYEE ASSISTANCE PROG. - - - - 1,500.00 - 1,500.00
100-15350-512851 HRA DEDUCTIBLE - - - - 6,000.00 - 6,000.00
100-15350-521213 IT Services for Financial Administration - - - - - - 22,000.00
100-15350-521216 IT Services for Public Works - - - - - - 20,000.00
100-15350-521217 IT Services for GOV OS - - - - - - 6,000.00
100-15350-521222 IT TOTAL TECH - - - - - - 10,000.00
100-15350-521351 IT SERVICES (CONTRACTED) 338,164.35 326,838.57 323,669.79 318,306.44 43,250.00 26,140.31 30,000.00
100-15350-521352 IT SERVICES FOR PHONE SYSTEM 182,399.96 229,832.31 248,036.94 261,998.39 84,000.00 143,970.94 140,000.00
100-15350-521353 IT SERVICES FOR INTERNET SERVICES 35,700.00 4,373.62 47,496.42 4,517.16 10,000.00 2,300.86 10,000.00
100-15350-522210 MAINTENANCE AGREEMENTS - - 3,246.04 3,246.04 5,000.00 - 5,000.00
100-15350-522340 AT&T CLUB SERVICE - - - - - - 35,000.00
100-15350-522341 COPIER RENTAL - - - - 1,500.00 - 30,000.00
100-15350-522345 TELECOMMUNICATIONS - - - - - - 25,000.00
100-15350-523500 TRAVEL - - - - 3,500.00 - 3,500.00
100-15350-523600 DUES & FEES - - - - 1,500.00 - 1,500.00
100-15350-523700 EDUCATION & TRAINING - - - - 3,700.00 60.00 3,700.00
100-15350-523851 INTERN HELP - - - - - 1,416.00 3,500.00
100-15350-531110 COMPUTER EXPENSE 33,520.13 52,517.86 61,005.55 69,062.40 45,000.00 18,921.20 45,000.00
100-15350-531130 OFFICE SUPPLIES - - 575.04 551.43 1,500.00 23.24 1,500.00
100-15350-531140 SUPPLIES & MATERIALS - - 1,153.89 1,153.89 2,500.00 291.68 2,500.00
100-15350-531142 HAND TOOLS & SMALL EQUIP - - 238.00 238.00 2,000.00 - 2,000.00
100-15350-531750 UNIFORMS - - 60.00 60.00 500.00 393.74 500.00
100-15350-541400 Computer NETWORK INFRASTRUCTURE 57,447.56 45,993.62 80,000.00 28,473.29 45,000.00 2,685.63 45,000.00
100-15350-542400 COMPUTER SOFTWARE - - 85,821.09 88,260.29 60,000.00 13,082.03 80,000.00
100-15350-542500 EQUIPMENT - - 80,000.00 2,308.17 40,000.00 - 30,000.00
Division: 15350 - INFORMATION TECHNOLOGY Total: 649,582.00 661,905.98 1,023,309.07 876,296.66 671,419.07 386,286.52 891,286.00

79
Budget Worksheet

Division: 15400 - HUMAN RESOURCES
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 167,623.37 200,857.14 236,658.28 125,450.81 413,203.00
52 Purchased/ Contract Services 493,322.90 476,515.05 335,350.00 309,042.30 560,350.00
53 Supplies 5,087.11 6,904.82 4,850.00 429.16 7,450.00
54 Capital Outlay - - - - -
57 Other Costs - - - - -
61 Other Financing Uses - - - - -

Total Budget 666,033.38 684,277.01 576,858.28 434,922.27 981,003.00

80
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-15400-511100 REGULAR EMPL. SALARIES 144,875.62 128,797.35 145,163.73 148,017.73 159,205.81 87,645.47 229,575.00
100-15400-512100 GRP INSRNC MEDICAL/DENTAL 32,612.27 21,556.01 27,138.96 26,078.11 35,919.17 18,068.64 35,919.00
100-15400-512110 GROUP INSURANCE LIFE 340.00 406.68 507.60 507.60 466.64 343.86 467.00
100-15400-512111 GROUP INSURANCE VISION 135.00 103.40 144.48 144.48 1,333.33 96.32 1,334.00
100-15400-512200 MEDICARE 1.45% 1,600.00 1,926.10 2,272.78 2,314.17 2,133.33 1,366.31 2,134.00
100-15400-512400 PENSION 20,000.00 14,343.24 21,175.22 23,100.24 30,666.67 17,468.08 30,667.00
100-15400-512600 UNEMPLOYMENT INSURANCE 1,200.00 - - - 1,600.00 - -
100-15400-512700 WORKER'S COMPENSATION 1,000.00 490.59 694.81 694.81 1,333.33 462.13 107,107.00
100-15400-512851 HRA 4,000.00 - - - 4,000.00 - 6,000.00
100-15400-521100 CONSULTANT FEES 10,000.00 11,203.25 12,424.90 12,424.90 12,000.00 5,930.78 24,000.00
100-15400-521222 PAYROLL SOFTWARE - - - - - - 30,000.00
100-15400-522210 MAINTENANCE AGEEMENTS 5,000.00 57.16 - - 500.00 - 500.00
100-15400-522320 RENTAL OF EQUIP & VEHICLE - 6,316.39 5,874.16 5,874.16 6,400.00 6,000.00 6,000.00
100-15400-522341 COPIER RENTAL 700.00 1,807.00 607.80 607.80 700.00 354.55 -
100-15400-523110 INSURANCE GEN. LIABILITY 190,000.00 334,502.37 240,665.90 353,373.79 185,800.00 222,711.20 360,000.00
100-15400-523300 ADVERTISING 1,500.00 4,584.50 1,711.25 1,711.25 5,000.00 1,484.67 2,500.00
100-15400-523400 PRINTING & BINDING 500.00 187.54 1,086.05 1,086.05 500.00 705.99 500.00
100-15400-523500 TRAVEL 3,500.00 3,159.06 2,699.52 2,699.52 3,500.00 3,408.73 5,000.00
100-15400-523600 DUES & FEES 500.00 609.00 464.00 464.00 700.00 744.75 700.00
100-15400-523700 EDUCATION & TRAINING 10,000.00 2,455.00 (272.00) 2,229.00 3,000.00 525.00 4,000.00
100-15400-523708 TRAINING & DEVELOPMENT 25,000.00 56,100.00 35,875.00 34,350.00 30,000.00 3,500.00 30,000.00
100-15400-523850 PERSONNEL SERVICE 15,000.00 15,790.43 6,634.18 (1,603.82) 15,000.00 13,296.41 20,000.00
100-15400-523851 INTERN HELP 5,000.00 7,306.50 14,940.00 14,940.00 10,000.00 2,340.00 15,000.00
100-15400-523855 CONTRACT SERVICES 5,000.00 1,635.26 2,516.85 1,200.51 2,500.00 1,140.00 2,000.00
100-15400-523909 CREDIT CARD EXPENSES 4,000.00 1,701.31 733.21 733.21 1,500.00 - 1,500.00
100-15400-523930 DRUG TESTING, VACCINES 5,000.00 1,440.00 1,970.00 1,970.00 1,500.00 1,199.00 6,400.00
100-15400-523936 HR EXPENSES 3,000.00 1,819.10 1,402.46 1,402.46 1,500.00 1,936.63 2,000.00
100-15400-523937 HEALTH & WELLNESS 42,000.00 42,544.16 42,920.01 42,920.00 55,000.00 43,533.50 50,000.00
100-15400-523940 POSTAGE 1,000.00 104.87 132.22 132.22 250.00 231.09 250.00
100-15400-531130 OFFICE SUPPLIES 500.00 1,060.39 118.65 191.10 500.00 166.42 500.00
100-15400-531700 MISCELLANEOUS EXPENSE 1,000.00 780.68 968.35 968.35 1,000.00 90.01 1,000.00
100-15400-531701 HOSPITALITY/FOOD/BEVERAGE 4,000.00 2,727.01 5,701.15 5,701.15 3,000.00 172.73 5,600.00
100-15400-531710 CHRISTMAS DECORATIONS 5,000.00 213.45 - - 250.00 - 250.00
100-15400-531750 UNIFORM 200.00 305.58 44.22 44.22 100.00 - 100.00
Division: 15400 - HUMAN RESOURCES Total: 547,412.89 666,033.38 576,315.46 684,277.01 576,858.28 434,922.27 981,003.00

81
Budget Worksheet

Division: 15650 - GOVERNMENT BUILDINGS/PROPERTY
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 220,514.93 221,722.58 278,197.95 156,286.93 248,108.00
52 Purchased/ Contract Services 530,585.08 581,982.94 608,832.00 249,066.24 642,100.00
53 Supplies 310,935.00 215,207.80 115,500.00 86,752.73 183,500.00
54 Capital Outlay 15,452.58 3,939.42 10,000.00 5,000.00 -

Total Budget 1,077,487.59 1,022,852.74 1,012,529.95 497,105.90 1,073,708.00

82
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-15650-511100 REGULAR EMPL. SALARIES 161,489.29 127,804.24 129,363.67 130,856.07 179,588.88 89,753.18 178,999.00
100-15650-511300 OVERTIME 10,000.00 3,401.78 240.66 240.66 15,000.00 8,506.80 15,000.00
100-15650-512100 GRP INSRNC MEDICAL/DENTAL 92,531.82 69,680.67 40,409.07 64,067.09 40,409.07 38,186.93 40,409.00
100-15650-512110 GROUP INSURANCE LIFE 1,500.00 449.16 479.28 479.28 1,500.00 337.93 1,500.00
100-15650-512111 GROUP INSURANCE VISION 313.00 312.33 333.12 333.12 1,000.00 192.98 1,000.00
100-15650-512200 MEDICARE 1.45% 2,200.00 1,854.60 1,831.78 1,853.42 2,200.00 1,401.11 2,200.00
100-15650-512400 PENSION 22,000.00 15,777.60 20,714.87 22,598.04 30,000.00 17,088.33 3,000.00
100-15650-512700 WORKER'S COMPENSATION 2,500.00 1,234.55 1,294.90 1,294.90 2,500.00 819.67 -
100-15650-512851 HRA, DEDUCTIBLE 3,000.00 - - - 6,000.00 - 6,000.00
100-15650-521200 PROFESSIONAL FEES 15,000.00 - - - 10,000.00 - 10,000.00
100-15650-521230 ENGINEERING FEES 9,650.00 - 784.00 - 5,000.00 - 5,000.00
100-15650-522210 MAINTENANCE AGREEMENTS 50,000.00 21,309.37 16,404.66 25,943.78 50,000.00 14,523.69 55,000.00
100-15650-522219 LANDSCAPING 175,000.00 279,489.90 271,081.72 271,081.72 330,000.00 155,728.59 330,000.00
100-15650-522220 MAINTENANCE & CLEANING - 2,748.75 - 7,627.50 5,000.00 2,155.71 5,000.00
100-15650-522224 FOUNTAIN MAINTENANCE 15,000.00 9,967.91 15,885.02 15,885.02 7,500.00 - 7,500.00
100-15650-522230 EQUIPMENT REPAIRS 10,000.00 9,439.31 103.00 - 10,000.00 286.92 -
100-15650-522250 AUTO & TRUCK REPAIR 2,000.00 435.34 8,122.17 8,122.17 1,000.00 120.00 1,000.00
100-15650-522310 Rental of Land and Building 1,000.00 705.72 760.75 760.75 1,000.00 - 1,000.00
100-15650-522318 FACILITY CLEANING POLICE DEPT - 5,693.55 24,915.37 24,915.37 25,200.00 10,500.00 31,000.00
100-15650-522319 FACILITY CLEANING PW ADMIN 15,000.00 12,539.29 11,071.46 11,071.46 8,520.00 3,550.00 10,000.00
100-15650-522320 RENTAL OF EQUIP & VEHICLE 1,000.00 - - - 1,000.00 - 1,000.00
100-15650-522321 FACILITY CLEANING CITY HALL 52,000.00 42,873.33 38,336.00 35,901.50 30,240.00 16,100.00 38,000.00
100-15650-522322 FACILITY CLEANING MMCC 43,000.00 30,536.94 34,968.46 34,968.46 37,200.00 17,875.00 48,000.00
100-15650-522323 FACILITY CLEANING TSCC 15,000.00 9,600.00 6,400.00 6,400.00 8,520.00 3,550.00 10,000.00
100-15650-522324 FACILITY CLEANING MUNICIPAL COURT 21,000.00 7,655.11 8,979.64 8,979.64 10,692.00 4,455.00 15,000.00
100-15650-522325 FACILITY CLEANING MAINTENANCE SHOP 11,000.00 10,500.00 7,713.48 7,713.48 7,680.00 3,200.00 10,000.00
100-15650-522326 FACILITY CLEANING WWTP 8,000.00 6,900.00 8,600.00 8,600.00 7,680.00 3,200.00 9,000.00
100-15650-522333 EQUIPMENT REPAIRS CITY HALL 10,000.00 26,682.46 46,370.24 44,507.19 10,000.00 4,452.96 10,000.00
100-15650-522334 EQUIPMENT REPAIRS MMCC 10,000.00 1,537.25 18,946.48 18,510.40 5,000.00 4,100.25 10,000.00
100-15650-522335 EQUIPMENT REPAIRS TSCC 7,500.00 548.00 11,940.51 11,740.51 3,000.00 755.00 3,000.00
100-15650-522336 EQUIPMENT REPAIRS MUNICIPAL COURT 7,500.00 29,378.20 773.23 327.44 10,000.00 - 10,000.00
100-15650-522337 EQUIPMENT REPAIRS MAINTENANCE SHOP 5,000.00 5,342.32 16,344.10 16,344.10 5,000.00 160.00 5,000.00
100-15650-522338 EQUIPMENT REPAIRS WWTP 5,000.00 639.56 12,265.68 12,006.68 1,000.00 - 1,000.00
100-15650-522339 EQUIPMENT REPAIRS PW ADMIN 5,000.00 8,619.68 1,400.00 1,400.00 5,000.00 200.00 5,000.00
100-15650-522340 EQUIPMENT REPAIRS POLICE DEPARTMENT - 2,565.88 4,694.30 5,656.77 5,500.00 2,203.49 5,500.00
100-15650-523310 PUBLIC NOTICES - - 90.00 90.00 100.00 105.00 100.00
100-15650-523500 TRAVEL - 1,371.71 2,064.00 2,064.00 2,500.00 850.47 2,500.00
100-15650-523700 EDUCATION & TRAINING 2,500.00 3,165.00 1,365.00 1,365.00 3,500.00 994.16 3,500.00
100-15650-531130 OFFICE SUPPLIES 500.00 199.08 196.56 - 500.00 42.98 500.00
100-15650-531140 SUPPLIES & MATERIALS 10,000.00 2,806.14 2,340.53 2,340.53 1,000.00 3,280.93 5,000.00
100-15650-531142 HAND TOOLS & SMALL EQUIP. 2,500.00 1,156.37 1,848.98 1,848.98 2,500.00 1,070.94 2,500.00
100-15650-531143 SECURITY UPGRADE 35,000.00 210,621.46 10,000.00 92,836.97 25,000.00 14,986.81 85,000.00
100-15650-531224 GA PWR,LIGHTS,TAG OFFICE 3,000.00 2,105.07 10,433.47 10,684.20 3,000.00 9,506.08 5,000.00
100-15650-531225 GA PWR,4640 CITY HALL 75,000.00 89,073.45 97,442.36 102,404.10 78,000.00 54,170.61 78,000.00
100-15650-531271 Admin Vehicles - 2,446.44 2,270.77 2,270.77 - 1,599.82 -
100-15650-531280 Cable 1,700.00 - - - 1,000.00 - 1,000.00
100-15650-531700 MISCELLANEOUS EXPENSE 3,000.00 1,224.48 1,130.00 1,130.00 1,500.00 595.24 1,500.00
100-15650-531720 SIGNS 1,000.00 - - - 500.00 - 500.00
100-15650-531740 TIRE EXPENSE 1,000.00 - 553.40 553.40 1,000.00 519.56 1,000.00
100-15650-531750 UNIFORMS 1,850.00 1,302.51 1,158.14 1,138.85 1,500.00 979.76 3,500.00
100-15650-542400 COMPUTER SOFTWARE 5,000.00 3,581.30 3,939.42 3,939.42 5,000.00 5,000.00 -
100-15650-542500 Equipment 15,000.00 - - - 5,000.00 - -
Division: 15650 - GOVERNMENT BUILDINGS/PROPERTY Total: 979,734.11 1,077,487.59 896,360.25 1,022,852.74 1,012,529.95 497,105.90 1,073,708.00

83
Budget Worksheet

Division: 25000 - MUNICIPAL COURT
FY 2023
FY 2022 ACTUAL ACTUAL FY 2024 BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 251,138.86 329,941.71 339,039.07 232,381.04 396,906.00
52 Purchased/ Contract Services 21,073.78 51,279.37 36,800.00 40,731.77 60,250.00
53 Supplies 18,711.72 19,058.42 10,550.00 9,326.47 11,800.00
54 Capital Outlay 34.77 - 96,536.00 7,317.00 5,000.00
57 Other Costs 66,179.79 272,906.49 154,308.00 187,444.93 292,450.00
61 Other Financing Uses - - - - -

TOTAL BUDGET 357,138.92 673,185.99 637,233.07 477,201.21 766,406.00

84
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-25000-511140 JUDGE 34,900.00 34,899.99 65,000.00 65,000.04 68,200.00 37,916.69 68,600.00
100-25000-511141 SOLICITOR 27,100.00 - - - 30,000.00 - 30,000.00
100-25000-511142 COURT CLERK & ASSISTANTS 113,602.76 107,080.77 142,989.74 145,581.09 160,430.00 89,486.22 225,647.00
100-25000-511300 OVERTIME - 7.10 115.97 115.97 - 143.21 250.00
100-25000-512100 GRP INSRNC MEDICAL/DENTAL 109,878.77 90,123.49 40,409.07 94,853.42 40,409.07 87,118.14 40,409.00
100-25000-512110 GROUP INSURANCE LIFE 2,040.00 361.18 511.47 511.47 2,000.00 392.64 2,000.00
100-25000-512111 GROUP INSURANCE VISION 448.00 405.05 497.00 497.00 1,000.00 444.16 1,000.00
100-25000-512200 MEDICARE 1.45% 4,090.00 1,978.52 2,925.00 2,962.57 3,000.00 1,811.76 3,000.00
100-25000-512400 PENSION 15,800.00 11,331.12 15,881.36 17,325.12 23,000.00 13,101.06 23,000.00
100-25000-512600 UNEMPLOYMENT INSURANCE 2,000.00 - - - 2,000.00 - -
100-25000-512700 WORKER'S COMPENSATION 6,000.00 2,951.54 3,095.03 3,095.03 6,000.00 1,967.16 -
100-25000-512851 HRA, DEDUCTIBLE 3,000.00 2,000.00 - - 3,000.00 - 3,000.00
100-25000-521221 LEGAL - INDIGENT 5,000.00 1,200.00 250.00 250.00 - - 2,000.00
100-25000-521225 INTERPRETER 500.00 39.95 5,374.74 2,861.87 1,000.00 910.47 3,000.00
100-25000-521310 COURT SOFTWARE 10,000.00 11,512.56 6,726.90 31,504.34 21,685.00 28,000.12 35,000.00
100-25000-521335 SHREDING 100.00 152.44 100.00 686.50 900.00 652.11 1,400.00
100-25000-522341 COPIER RENTAL 1,800.00 2,821.62 2,757.00 2,757.00 3,000.00 1,893.99 -
100-25000-523220 GEORGIA TECHNOLOGY AUTH. 150.00 77.92 131.33 131.33 150.00 66.78 150.00
100-25000-523310 PUBLIC NOTICES - 546.00 - - - - 200.00
100-25000-523400 PRINTING & BINDING 1,000.00 164.73 2,684.68 2,433.94 3,450.00 712.65 3,000.00
100-25000-523500 TRAVEL 2,500.00 540.19 840.07 840.07 1,700.00 1,625.08 4,000.00
100-25000-523600 DUES & FEES 1,000.00 55.00 60.00 180.00 1,040.00 413.04 1,500.00
100-25000-523700 EDUCATION & TRAINING 2,500.00 150.00 636.74 636.74 2,000.00 - 3,000.00
100-25000-523850 PERSONNEL SERVICE - - 5,000.00 5,427.18 - 2,700.00 1,000.00
100-25000-523851 INTERN HELP - - - - - 2,456.00 3,500.00
100-25000-523940 POSTAGE 1,000.00 701.98 2,826.60 2,826.60 1,500.00 1,301.53 2,500.00
100-25000-531130 OFFICE SUPPLIES 1,500.00 1,268.69 1,420.73 1,420.73 2,000.00 974.14 2,000.00
100-25000-531211 NTRL GAS,4545 MUNI COURT 1,000.00 2,166.74 1,798.77 1,798.77 2,700.00 811.48 1,800.00
100-25000-531227 GA PWR,4602 MUNICIPAL CRT 5,550.00 14,637.51 15,312.17 15,448.03 5,550.00 7,540.85 7,000.00
100-25000.531701 HOSPITALITY/FOOD/BEVERAGE - - - - - - 250.00
100-25000-531750 UNIFORMS 350.00 - 81.47 81.47 300.00 - 750.00
100-25000-541200 Site Improvements - - - - 94,736.00 7,317.00 -
100-25000-542300 FURNITURE & FIXTURES 8,000.00 34.77 - - - - 5,000.00
100-25000-573001 BRAIN & SPINAL INJURY 1,900.00 213.37 1,362.52 1,362.52 1,000.00 505.49 1,400.00
100-25000-573002 STATE PROBATION SYS FUND 800.00 25.00 125.00 125.00 200.00 100.00 200.00
100-25000-573003 FINES 10% JAIL 1,900.00 13,257.69 1,900.00 48,426.27 32,000.00 38,678.38 50,000.00
100-25000-573004 VICTIMS ASSIST. FUND 1,000.00 6,539.77 23,830.38 23,830.38 16,000.00 19,151.76 25,000.00
100-25000-573005 BOND REFUND 12,500.00 4,625.00 - 45,718.20 - - 50,000.00
100-25000-573006 GA CRIME VICTIM'S FUND 550.00 26.00 208.00 208.00 208.00 156.00 250.00
100-25000-573007 CTY DRUG ABUSE TR AND EDU 6,500.00 153.36 1,885.04 1,885.04 2,900.00 2,134.77 2,900.00
100-25000-573008 P. O. A&B FUND 10,000.00 14,865.80 10,000.00 53,778.25 40,000.00 42,107.11 55,000.00
100-25000-573009 P. O. TRAINING FUND 10,000.00 12,904.74 47,449.01 47,449.01 32,000.00 38,065.41 50,000.00
100-25000-573010 INDIGENT DEFENSE FUND 10,000.00 13,046.34 10,000.00 48,077.94 30,000.00 38,339.19 50,000.00
100-25000-573011 DRIVERS ED/TRAINING FUND 7,500.00 522.72 2,045.88 2,045.88 - 8,206.82 6,700.00
100-25000-573020 WITNESS FEES 500.00 - - - - - 1,000.00
Division: 25000 - MUNICIPAL COURT Total: 454,084.53 357,138.82 416,566.81 673,185.99 637,233.07 477,201.21 766,406.00

85
Budget Worksheet

Division: 32100 - POLICE ADMINISTRATION
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 3,685,106.16 5,704,269.88 6,822,812.03 3,525,545.89 7,694,035.00
52 Purchased/ Contract Services 169,270.24 166,542.77 340,725.00 86,172.25 353,650.00
53 Supplies 552,509.74 450,013.73 377,120.00 233,297.74 468,920.00
54 Capital Outlay 28,474.23 154,484.11 636,342.97 321,741.16 165,000.00
57 Other Costs - 15,096.00 23,000.00 9,864.50 29,000.00

Total Budget 4,435,360.37 6,490,406.49 8,200,000.00 4,176,621.54 8,710,605.00

86
FY 2022 FY 2022 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL FY 2023 BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-32100-511100 REGULAR EMPL. SALARIES 2,455,145.62 2,701,530.90 3,852,381.08 3,936,563.50 4,876,012.03 2,414,789.64 5,730,935.00
100-32100-511200 TEMPORARY EMPLOYEES 59,554.66 64,317.55 62,231.61 62,231.61 91,000.00 21,100.24 91,000.00
100-32100-511300 OVERTIME 71,029.85 72,585.25 215,171.52 215,171.52 140,000.00 147,816.60 230,000.00
100-32100-511305 HIDTA OVERTIME - - 5,091.21 5,091.21 - 2,180.23 -
100-32100-512100 GRP INSRNC MEDICAL/DENTAL 295,355.31 793,284.95 960,497.35 1,180,151.20 1,442,650.00 799,885.74 1,442,650.00
100-32100-512110 GROUP INSURANCE LIFE 7,905.92 7,905.92 12,939.45 12,939.45 18,150.00 9,061.87 18,150.00
100-32100-512111 GROUP INSURANCE VISION 2,876.62 3,346.09 5,470.21 5,470.21 7,800.00 3,654.74 7,800.00
100-32100-512200 MEDICARE 1.45% 36,919.02 40,544.76 58,834.01 60,054.66 62,000.00 36,928.25 62,000.00
100-32100-512400 PENSION - - 86,311.83 94,158.36 111,500.00 63,511.63 111,500.00
100-32100-512600 Unemployment Insurance - - 2,190.00 2,190.00 - - -
100-32100-512700 WORKER'S COMPENSATION 619.00 1,590.74 120,731.81 120,731.81 73,700.00 26,616.95 -
100-32100-512851 HRA DEDUCTIBLE - - 9,516.35 9,516.35 - - -
100-32100-521201 PROFESSIONAL FEES 27,518.31 26,018.31 2,094.39 3,107.89 4,500.00 727.00 4,500.00
100-32100-521335 SHREDING - - 1,058.26 1,058.26 - 972.55 1,200.00
100-32100-522200 REPAIRS & MAINTENANCE 2,917.17 2,151.24 (3,121.43) 1,096.57 12,500.00 3,996.57 12,500.00
100-32100-522210 MAINTENANCE AGREEMENTS 106.48 27.51 78.97 - 41,000.00 2,400.00 30,000.00
100-32100-522250 AUTO & TRUCK REPAIR 7,858.67 14,299.60 37,362.12 67,543.87 43,000.00 8,143.49 50,000.00
100-32100-522320 RENTAL OF EQUIP & VEHICLE - - 986.94 986.94 4,000.00 657.96 14,600.00
100-32100-522341 COPIER RENTAL 1,680.00 1,673.74 5,010.48 5,010.48 5,100.00 2,922.78 -
100-32100-523110 LIABILITY INSURANCE 1,149.75 1,149.75 11,000.00 11,000.00 15,000.00 - 15,000.00
100-32100-523220 GEORGIA TECHNOLOGY AUTH. 200.00 151.36 463.01 463.01 325.00 267.12 600.00
100-32100-523400 PRINTING & BINDING - - 3,623.31 3,623.31 550.00 1,406.16 2,000.00
100-32100-523500 TRAVEL 9,683.39 9,683.39 22,296.68 22,426.68 30,750.00 4,696.65 30,750.00
100-32100-523600 DUES & FEES 2,597.50 2,597.50 7,167.42 7,167.42 6,500.00 6,256.56 7,000.00
100-32100-523700 EDUCATION & TRAINING 5,167.60 5,242.60 20,752.23 20,757.22 85,000.00 19,171.00 85,000.00
100-32100-523800 LICENSES 3,756.00 3,756.00 - - 2,500.00 - 1,500.00
100-32100-523855 CONTRACT SERVICES 4,840.00 3,257.07 5,045.05 6,627.98 10,000.00 20,400.95 20,000.00
100-32100-523860 P O SALARIES - EXTRA DUTY 21,600.00 21,920.00 - - 68,000.00 - 68,000.00
100-32100-523929 PRE-EMPLOYMENT SCREENING 42,193.10 50,504.48 9,750.00 8,838.25 7,000.00 11,176.16 10,000.00
100-32100-523930 DRUG TESTING, VACCINES 8,805.00 8,085.00 5,585.00 5,585.00 4,000.00 2,910.00 -
100-32100-523940 POSTAGE 254.29 392.69 754.89 754.89 1,000.00 67.30 1,000.00
100-32100-531130 OFFICE SUPPLIES 21,382.66 20,662.33 11,845.98 13,358.19 10,000.00 3,575.62 10,000.00
100-32100-531140 SUPPLIES & MATERIALS 28,100.15 26,657.96 51,581.82 50,391.05 42,000.00 31,469.63 45,000.00
100-32100-531211 NTRL GAS, 4545 MUNI COURT 1,446.97 2,994.53 5,144.55 5,144.55 3,900.00 2,488.13 5,500.00
100-32100-531222 GA POWER ELECTRICITY 10,450.09 12,110.25 25,304.97 25,304.97 12,300.00 14,729.38 25,500.00
100-32100-531270 ENERGY-GASOLINE/DIESEL 85,000.00 121,684.95 227,284.10 227,284.10 175,000.00 115,114.80 250,000.00
100-32100-531290 CABLE - - - - 1,920.00 - 1,920.00
100-32100-531600 SMALL EQUIPMENT 70,015.82 67,616.97 5,047.38 5,916.09 45,000.00 698.24 25,000.00
100-32100-531700 MISCELLANEOUS EXPENSE 13,867.13 13,436.23 7,405.52 7,405.52 15,000.00 3,309.64 10,000.00
100-32100-531701 HOSPITAL/FOOD/BEVERAGE - - 6,371.94 6,371.94 6,000.00 5,115.39 11,000.00
100-32100-531725 PROMOTIONAL ITEMS 10,691.84 10,486.74 8,686.73 8,891.83 10,000.00 1,225.00 10,000.00
100-32100-531740 TIRE EXPENSE 7,441.69 6,909.97 11,047.95 14,844.73 6,000.00 2,481.02 15,000.00
100-32100-531750 UNIFORMS 233,625.00 251,904.35 80,026.38 80,206.38 50,000.00 45,537.06 60,000.00
100-32100-531780 COMMUNITY DONATIONS - POLICE - 10,093.96 1,966.88 1,966.88 - 7,553.83 -
100-32100-542200 VEHICLES - - 129.63 129.63 125,000.00 233,930.74 -
100-32100-542300 FURNITURE & FIXTURES 2,196.35 2,196.35 850.03 850.03 5,000.00 188.15 25,000.00
100-32100-542400 COMPUTER SOFTWARE - - 134,712.01 131,767.01 131,342.97 77,623.67 135,000.00
100-32100-542500 EQUIPMENT 31,033.79 26,277.88 22,678.20 21,737.44 375,000.00 9,998.60 5,000.00
100-32100-573008 P. O. A&B FUND - - 8,240.00 8,240.00 16,000.00 3,600.00 22,000.00
100-32100-573013 LEGAL DEFENSE FUND - - 6,856.00 6,856.00 7,000.00 6,264.50 7,000.00
Division: 32100 - POLICE ADMINISTRATION Total: 3,611,296.25 4,435,360.37 6,139,876.32 6,490,406.49 8,200,000.00 4,176,621.54 8,710,605.00

87
Budget Worksheet

Division: 42200 - PUBLIC WORKS
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Services and Employee Benefit 1,467,394.83 1,525,505.38 1,990,155.33 1,060,559.22 2,213,346.00
52 Purchased/Contracted Services 2,202,619.07 909,911.70 947,700.00 262,018.35 1,008,200.00
53 Supplies 615,667.75 800,854.01 903,500.00 500,705.05 912,500.00
54 Capital Outlays 436,495.39 157,651.42 770,500.00 212,390.27 35,000.00

Total Budget 4,722,177.04 3,393,922.51 4,611,855.33 2,035,672.89 4,169,046.00

88
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-42200-511100 REGULAR EMPL. SALARIES 1,162,709.04 833,516.70 912,855.39 931,668.47 1,166,892.33 560,960.74 1,503,083.00
100-42200-511300 OVERTIME 35,000.00 21,555.68 33,711.92 33,721.01 35,000.00 14,574.41 35,000.00
100-42200-512100 GRP INSRNC MEDICAL/DENTAL 499,346.95 380,268.23 428,262.81 411,522.21 332,863.00 278,484.33 332,863.00
100-42200-512110 GROUP INSURANCE LIFE 8,500.00 3,178.57 4,111.50 4,111.50 13,500.00 2,594.82 13,500.00
100-42200-512111 GROUP INSURANCE VISION 1,967.68 1,672.86 2,078.89 2,078.89 4,500.00 1,280.18 4,500.00
100-42200-512200 MEDICARE 1.45% 15,400.00 12,219.08 13,494.34 13,767.26 20,400.00 8,225.35 20,400.00
100-42200-512400 PENSION 250,000.00 179,290.44 86,311.83 94,158.36 300,000.00 170,883.37 300,000.00
100-42200-512600 UNEMPLOYMENT INSURANCE 11,000.00 - - - 15,000.00 - -
100-42200-512700 WORKER'S COMPENSATION 62,000.00 31,520.37 34,058.91 34,058.91 62,000.00 20,427.25 -
100-42200-512851 HRA, DEDUCTIBLE 34,000.00 4,172.90 418.77 418.77 40,000.00 3,128.77 4,000.00
100-42200-521201 PROFESSIONAL 90,000.00 - - - 25,000.00 6,990.00 25,000.00
100-42200-521230 ENGINEERING FEES 22,800.00 2,560.00 - - 25,000.00 216.00 3,000.00
100-42200-522000 ROW LANDSCAPING 300,000.00 209,178.48 249,974.60 340,796.12 400,000.00 144,667.43 400,000.00
100-42200-522150 SURVEILLANCE CAMERAS 13,500.00 - - - 13,500.00 - -
100-42200-522210 MAINTENANCE AGREEMENTS 6,000.00 171.49 - - 5,000.00 616.00 5,000.00
100-42200-522220 MAINTENANCE & CLEANING 5,000.00 - 4,305.00 4,305.00 3,000.00 1,983.50 3,000.00
100-42200-522224 TRAFFIC SIGNAL MAINTENANCE - - - - - - 75,000.00
100-42200-522230 EQUIPMENT REPAIRS 32,000.00 40,379.40 21,615.08 19,947.34 35,000.00 27,107.27 35,000.00
100-42200-522241 LMIG S013642-PRC,3 STRTS 1,837,276.97 1,826,918.66 324,114.00 310,282.00 288,000.00 4,723.50 300,000.00
100-42200-522242 STREET/TRACK MAIN. & REP. 20,000.00 21,290.00 39,028.44 39,028.44 20,000.00 7,914.75 20,000.00
100-42200-522250 AUTO & TRUCK REPAIR 30,000.00 17,305.52 20,341.96 19,185.39 15,000.00 8,273.05 15,000.00
100-42200-522253 DAMAGE TO CITIZEN VEHICLE 2,500.00 700.00 879.00 879.00 2,500.00 12,011.93 2,500.00
100-42200-522320 RENTAL OF EQUIP & VEHICLE 5,000.00 375.25 1,800.00 1,847.27 5,000.00 - 5,000.00
100-42200-522341 COPIER RENTAL - 1,979.81 3,272.04 3,272.04 5,000.00 1,680.07 -
100-42200-523245 TELECOMMUNICATIONS 14,000.00 12,924.70 12,809.93 12,809.93 5,000.00 7,620.22 -
100-42200-523310 PUBLIC NOTICES - 394.00 1,266.00 1,266.00 100.00 - 100.00
100-42200-523400 PRINTING & BINDING - - 1,234.22 1,234.22 100.00 224.08 100.00
100-42200-523500 TRAVEL 3,500.00 2,338.74 2,302.52 2,302.52 3,500.00 2,695.92 3,500.00
100-42200-523600 DUES & FEES 1,000.00 586.00 377.00 377.00 1,000.00 - 1,000.00
100-42200-523700 EDUCATION & TRAINING 5,500.00 4,013.00 1,470.00 1,470.00 7,500.00 3,404.20 7,500.00
100-42200-523850 PERSONNEL SERVICE 50,000.00 60,648.02 153,982.31 149,106.36 80,000.00 31,767.43 100,000.00
100-42200-523851 UTILITY PROTECTION SERV. 5,000.00 - - - 5,000.00 - 5,000.00
100-42200-523930 DRUG TESTING, VACCINES 3,500.00 856.00 395.00 395.00 1,000.00 123.00 -
100-42200-523960 REIMBURSEMENT/REPAIRS 2,500.00 - 1,374.05 1,374.05 2,500.00 - 2,500.00
100-42200-531130 OFFICE SUPPLIES 1,000.00 1,442.22 941.86 929.05 1,000.00 627.50 1,000.00
100-42200-531140 SUPPLIES & MATERIALS 20,000.00 14,706.48 11,256.36 13,065.32 15,000.00 11,628.14 15,000.00
100-42200-531142 HAND TOOLS & SMALL EQUIP. 12,900.00 9,487.45 7,439.06 7,439.06 15,000.00 13,627.67 15,000.00
100-42200-531145 MOSQUITO SPRAYING 1,000.00 625.00 625.00 625.00 1,500.00 85.00 1,500.00
100-42200-531211 NTRL GAS,4545 MUNI COURT 8,500.00 9,553.77 8,704.22 8,704.22 9,000.00 3,736.94 9,000.00
100-42200-531222 GA POWER ELECTRICITY 20,000.00 30,444.99 36,987.79 37,389.23 21,000.00 19,334.37 21,000.00
100-42200-531233 STREET LIGHTS, OUTSIDE 450,000.00 465,693.92 450,000.00 621,990.13 750,000.00 405,268.00 750,000.00
100-42200-531270 ENERGY-GASOLINE/DIESEL 45,000.00 57,103.47 56,295.77 56,495.77 45,000.00 31,428.48 50,000.00
100-42200-531700 MISCELLANEOUS EXPENSE 1,500.00 792.28 478.01 478.01 2,500.00 80.02 2,500.00
100-42200-531710 CHRISTMAS DECORATIONS 15,000.00 162.79 - - 15,000.00 - 15,000.00
100-42200-531720 SIGNS 16,500.00 11,945.75 10,000.00 33,254.07 10,000.00 3,955.96 10,000.00
100-42200-531740 TIRE EXPENSE 7,500.00 2,448.65 11,371.15 11,371.15 7,500.00 2,013.04 7,500.00
100-42200-531750 UNIFORMS 17,200.00 11,260.98 8,351.32 9,113.00 11,000.00 8,919.93 15,000.00
100-42200-541305 BUILDING - BAYS - - - - - 7,602.00
100-42200-541403 PAVING 25,000.00 24,392.52 - - 25,000.00 - -
100-42200-541404 SIDEWALKS 165,000.00 361,429.00 306.87 1,888.00 300,000.00 5,270.00 -
100-42200-542200 VEHICLES 50,000.00 - 131,756.00 131,756.00 240,000.00 - -
100-42200-542400 COMPUTER SOFTWARE 5,500.00 3,581.30 3,939.42 3,939.42 5,500.00 5,111.21 35,000.00
100-42200-542500 EQUIPMENT 57,100.00 47,092.57 10,079.00 20,068.00 200,000.00 194,407.06 -
Division: 42200 - PUBLIC WORKS Total: 5,448,700.64 4,722,177.04 3,104,411.36 3,393,922.51 4,611,855.33 2,035,672.89 4,169,046.00

89
Budget Worksheet

Division: 61900 - CITY EVENTS
FY 2024
FY 2022 ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 1,000.00 - - - -
52 Purchased/ Contract Services 12,132.87 22,020.00 30,000.00 0.00 35,000.00
53 Supplies 696,656.75 260,562.97 540,000.00 176,921.92 635,000.00
54 Capital Outlay - - - - -
57 Other Costs - - - - -
61 Other Financing Uses - - - - -

Total Budget 709,789.62 282,582.97 570,000.00 176,921.92 670,000.00

90
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-61900-523300 ADVERTISING 5,000.00 11,750.00 21,620.00 22,020.00 30,000.00 - 35,000.00
100-61900-531701 HOSPITALITY 1,500.00 4,095.32 4,500.00 4,500.00 1,500.00 1,353.88 1,500.00
100-61900-531705 HOLIDAY FEST/TREE LIGHTING 35,000.00 37,667.40 25,189.61 15,858.90 40,000.00 1,289.81 40,000.00
100-61900-531710 CHRISTMAS DECORATIONS 10,000.00 9,675.00 9,753.00 13,050.00 10,000.00 - 15,000.00
100-61900-531720 SIGNS 5,000.00 176.13 - - 3,000.00 - 4,500.00
100-61900-531727 MEMORIAL DAY MARCH 6,000.00 4,898.63 1,529.00 2,010.65 4,000.00 3,875.20 5,000.00
100-61900-531731 PRETTY IN PINK 10,000.00 43,307.02 20,901.84 18,647.84 25,000.00 4,950.00 37,500.00
100-61900-531732 CAREER FAIRS 1,500.00 2,035.13 1,216.32 981.32 1,500.00 301.43 2,000.00
100-61900-531733 9/11 CEREMONY 1,000.00 1,621.24 4,071.54 4,071.54 - - 4,500.00
100-61900-531734 BRIDGEFEST 35,000.00 212,022.25 83,578.93 75,048.44 120,000.00 24,550.00 150,000.00
100-61900-531736 FOOD TRUCKS 20,000.00 40,037.33 25,627.94 25,151.82 40,000.00 23,015.74 40,000.00
100-61900-531737 VETERAN'S DAY PARADE 10,000.00 5,664.45 9,888.85 9,318.72 10,000.00 - 15,000.00
100-61900-531757 BACK TO SCHOOL 10,000.00 22,855.04 12,499.32 11,953.32 13,000.00 5,225.00 15,000.00
100-61900-531758 JULY 4TH EVENT 50,000.00 135,532.43 73,700.84 64,069.83 140,000.00 70,973.00 150,000.00
100-61900-531759 JUNETEENTH EVENT 12,500.00 15,038.70 6,494.60 10,900.60 120,000.00 40,245.00 140,000.00
100-61900-531760 VOLUNTEER GALA 10,000.00 9,492.93 4,999.99 4,999.99 12,000.00 1,142.86 15,000.00
100-61900-531761 HISPANIFEST - 25,000.00 (19,983.15) - - -
100-61900-542200 VEHICLES - - - - - -
Division: 61900 - CITY EVENTS Total: 280,000.00 709,789.62 284,500.00 282,582.97 570,000.00 176,921.92 670,000.00

91
Budget Worksheet

Division: 62200 - PARKS
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service - 2,089.00 - - -
52 Purchased/ Contract Services 21,963.51 55,617.33 139,100.00 17,619.31 21,000.00
53 Supplies 164,665.47 168,492.01 41,900.00 88,280.96 184,500.00
54 Capital Outlay 5,481.30 14,439.45 - 319.00 15,500.00

Total Budget 192,110.28 240,637.79 181,000.00 106,219.27 221,000.00

92
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-62200-522151 SURVEILLANCE CAMERAS-REEVES CREEK TRAIL 5,500.00 - - - 5,500.00 - -
100-62200-522152 SURVEILLANCE CAMERAS-MEMORIAL PARK 37,500.00 - - - 37,500.00 - -
100-62200-522153 SURVEILLANCE CAMERAS-CLARK PARK 37,500.00 - - - 37,500.00 - -
100-62200-522154 SURVEILLANCE CAMERAS-GARDNER PARK 27,500.00 - - - 27,500.00 - -
100-62200-522224 FOUNTAIN MAINTENANCE 25,000.00 - - - 15,000.00 6,177.00 15,000.00
100-62200-522225 BRIDGE MAINTENANCE 25,000.00 - 1,385.00 1,385.00 5,000.00 - 5,000.00
100-62200-522230 EQUIPMENT REPAIRS 5,000.00 13,954.73 43,161.00 43,161.01 6,000.00 4,256.22 -
100-62200-522250 AUTO & TRUCK REPAIR 3,000.00 - 86.95 86.95 - - -
100-62200-523220 GEORGIA TECHNOLOGY AUTH. 1,000.00 289.80 289.80 289.80 600.00 144.90 1,000.00
100-62200-523240 AT&T CLUB SERVICE 4,500.00 7,718.98 10,694.57 10,694.57 4,500.00 7,041.19 -
100-62200-531140 SUPPLIES & MATERIALS 25,000.00 9,465.51 13,798.65 13,708.75 13,400.00 6,005.76 20,000.00
100-62200-531142 HAND TOOLS & SMALL EQUIP. 3,500.00 113.96 360.59 360.59 3,500.00 - 5,000.00
100-62200-531222 GA POWER ELECTRICITY 25,000.00 153,961.00 86,250.98 153,297.67 25,000.00 80,950.20 155,000.00
100-62200-531700 MISCELLANEOUS EXPENSE - 1,125.00 1,125.00 1,125.00 - 1,325.00 4,500.00
100-62200-541209 IMPROVEMENTS 35,000.00 1,900.00 10,819.00 10,500.00 - 319.00 5,500.00
100-62200-542400 COMPUTER SOFTWARE 4,500.00 3,581.30 3,939.45 3,939.45 - -
100-62200-542500 EQUIPMENT 35,000.00 - 13,500.00 - - - 10,000.00
100-62200-542502 MISCELLANEOUS - - - - - -
Division: 62200 - PARKS Total: 357,500.00 192,110.28 187,499.99 240,637.79 181,000.00 106,219.27 221,000.00

93
Budget Worksheet

Division: 72000 - PERMITTING DEVELOPMENT
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 204,837.56 207,946.35 459,175.39 212,875.47 385,259.00
52 Purchased/ Contract Services 381,895.21 656,423.51 359,400.00 69,175.55 273,000.00
53 Supplies 2,579.86 26,263.13 8,000.00 2,612.47 9,000.00
54 Capital Outlay - - 58,000.00 6,098.84 3,000.00

Total Budget 589,312.63 890,632.99 884,575.39 290,762.33 670,259.00

94
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-72000-511100 REGULAR EMPL. SALARIES 137,827.50 136,590.97 136,590.87 133,026.25 402,686.01 132,994.31 332,769.00
100-72000-511300 OVERTIME - - - - - 335.16 -
100-72000-512100 GRP INSRNC MEDICAL/DENTAL 61,309.30 57,128.78 58,614.17 56,322.97 26,939.38 64,756.47 26,940.00
100-72000-512110 GROUP INSURANCE LIFE 550.00 489.00 550.00 490.43 550.00 549.73 550.00
100-72000-512111 GROUP INSURANCE VISION 257.00 259.76 1,000.00 132.44 1,000.00 265.88 1,000.00
100-72000-512200 MEDICARE 1.45% 1,000.00 1,929.46 1,845.22 1,882.57 1,000.00 1,926.00 1,000.00
100-72000-512400 PENSION 10,400.00 7,458.48 20,000.00 15,065.28 20,000.00 11,392.22 20,000.00
100-72000-512600 UNEMPLOYMENT INSURANCE 2,000.00 - 2,000.00 - 2,000.00 - -
100-72000-512700 WORKER'S COMPENSATION 2,000.00 981.11 2,000.00 1,026.41 2,000.00 655.70 -
100-72000-512851 HRA DEDUCTIBLE 3,000.00 - 3,000.00 - 3,000.00 - 3,000.00
100-72000-521200 PROFESSIONAL FEES - - - - 10,000.00 - 5,000.00
100-72000-521202 CONSULTING SERVICES - BSD 400,000.00 374,366.15 355,427.38 584,371.98 294,600.00 18,811.10 -
100-72000-521203 CONSULTING SERVICES - ENGINEERING 100,000.00 - 66,175.00 56,063.75 54,000.00 19,000.00 100,000.00
100-72000-521310 SOFTWARE 7,300.00 - - - 17,600.00 17,547.35 110,000.00
100-72000-522210 MAINTENANCE AGREEMENT 6,000.00 4,219.95 13,650.00 - (1,500.00) - -
100-72000-522250 AUTO & TRUCK REPAIR - - 863.80 1,798.67 1,000.00 878.84 5,000.00
100-72000-522341 COPIER RENTAL 500.00 63.26 525.00 - 600.00 - -
100-72000-523400 PRINTING & BINDING 3,000.00 322.83 750.00 217.51 500.00 169.24 500.00
100-72000-523500 TRAVEL 2,500.00 1,442.02 1,200.00 862.00 1,000.00 1,389.08 6,000.00
100-72000-523600 DUES & FEES 1,000.00 - 25.00 25.00 500.00 262.50 5,000.00
100-72000-523700 EDUCATION & TRAINING 2,500.00 1,349.00 1,500.00 440.00 1,000.00 533.00 -
100-72000-523850 PERSONNEL SERVICES - - 10,000.00 12,417.99 34,300.00 6,184.53 36,000.00
100-72000-523851 INTERN HELP - - - - - 4,400.00 3,500.00
100-72000-523940 POSTAGE 2,000.00 - 750.00 226.61 100.00 - 2,000.00
100-72000-531100 GEN SUPPLIES & MAT 1,000.00 102.58 136.20 - 500.00 1,465.06 1,500.00
100-72000-531140 SUPPLIES AND MATERIALS - - 2,201.18 2,201.18 500.00 230.50 2,500.00
100-72000-531270 ENERGY-GASOLINE/DIESEL 900.00 2,477.28 2,514.43 2,514.43 3,000.00 916.91 4,000.00
100-72000-531750 UNIFORMS 700.00 - 700.00 495.92 700.00 - 1,000.00
100-72000-542200 VEHICLES - - - - - - -
100-72000-542300 FURNITURE & FIXTURES 500.00 - - - 7,000.00 6,098.84 3,000.00
Division: 72000 - PERMITTING DEVELOPMENT Total: 749,443.80 589,312.63 703,590.25 890,632.99 884,575.39 290,762.42 670,259.00

95
Budget Worksheet

Division: 74100 - PLANNING & ZONING
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 489,112.92 432,670.62 557,574.92 246,595.51 556,210.00
52 Purchased/ Contract Services 37,440.72 107,784.42 50,675.00 29,269.78 171,850.00
53 Supplies 4,390.94 4,838.53 5,950.00 3,179.44 12,200.00
84 - Capital Outlay - - - - 3,500.00

Total Budget 530,944.58 545,293.57 614,199.92 279,044.73 743,760.00

96
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-74100-511100 REGULAR SALARIES 373,831.42 362,262.26 388,049.14 320,873.45 386,526.47 178,792.96 409,162.00
100-74100-512100 GRP INSRNC MEDICAL/DENTAL 119,628.88 70,021.68 55,541.94 53,370.83 67,348.45 25,455.50 67,348.00
100-74100-512110 GROUP INSURANCE LIFE 3,300.00 886.40 784.68 784.68 3,300.00 478.75 3,300.00
100-74100-512111 GROUP INSURANCE VISION 460.00 372.57 409.12 409.12 1,000.00 216.11 1,000.00
100-74100-512200 MEDICARE 1.45% 3,630.00 5,115.69 3,600.00 4,474.46 3,600.00 2,515.92 3,600.00
100-74100-512400 PENSION 61,800.00 44,320.56 61,800.00 46,551.85 61,800.00 35,201.95 61,800.00
100-74100-512600 UNEMPLOYMENT INSURANCE 12,000.00 - 12,000.00 - 12,000.00 - -
100-74100-512700 WORKER'S COMPENSATION 12,000.00 5,903.00 12,000.00 6,206.23 12,000.00 3,934.32 -
100-74100-512851 HRA DEDUCTIBLE 12,000.00 230.76 723.96 - 10,000.00 - 10,000.00
100-74100-521150 ZONING BOARD STIPEND 5,000.00 1,700.00 1,975.00 2,075.00 4,100.00 1,225.00 5,600.00
100-74100-521200 PROFESSIONAL FEES 5,000.00 16,760.00 75,000.00 95,889.60 11,034.07 2,067.98 100,000.00
100-74100-521300 TECHNICAL SERVICES 1,000.00 - - - 2,695.93 1,365.00 3,000.00
100-74100-521310 SOFTWARE 4,000.00 - - - 13,770.00 12,272.34 -
100-74100-522210 MAINTENANCE AGREEMENTS 8,000.00 57.16 - - - - -
100-74100-522250 AUTO & TRUCK REPAIR 2,101.96 - - - 400.00 - 2,000.00
100-74100-522341 COPIER RENTAL 601.96 781.02 525.00 1,771.80 1,000.00 2,441.88 -
100-74100-523300 ADVERTISEMENT 5,000.00 3,634.00 846.00 1,071.00 4,000.00 916.00 5,000.00
100-74100-523400 PRINTING & BINDING 4,103.34 4,103.34 2,300.00 3,765.43 4,000.00 5,065.58 4,000.00
100-74100-523500 TRAVEL 6,197.99 6,927.16 1,125.14 1,125.14 4,500.00 15.00 10,000.00
100-74100-523501 ZONING ADVISORY BOARD TRAVEL 2,000.00 - - - - - 2,000.00
100-74100-523600 DUES & FEES 2,250.00 236.00 46.00 46.00 775.00 - 2,250.00
100-74100-523700 EDUCATION & TRAINING 2,543.93 2,543.93 1,520.00 1,520.00 3,500.00 3,695.00 6,000.00
100-74100-523701 ZONING ADVISORY BD ED & TRAINING 1,000.00 - 190.00 190.00 400.00 190.00 1,000.00
100-74100-523850 PERSONNEL SERVICES - - - - - - 25,000.00
100-74100-523851 INTERN HELP - - - - - - 3,500.00
100-74100-523940 POSTAGE 2,000.00 698.11 330.45 330.45 500.00 16.00 2,500.00
100-74100-531100 SUPPLIES & MATERIALS 3,612.70 3,732.50 1,920.70 1,920.70 3,500.00 1,785.66 3,500.00
100-74100-531270 ENERGY-GASOLINE/DIESEL 1,000.00 - - - 1,000.00 - 1,500.00
100-74100-531400 BOOKS & PERIODICALS - - - - - - 1,200.00
100-74100-531600 SMALL EQUIPMENT - NON-CAPITAL 2,000.00 - - - 750.00 - 2,500.00
100-74100-531701 HOSPITALITY/FOOD/BEVERAGE 600.00 261.66 657.36 657.36 300.00 1,304.66 2,000.00
100-74100-531750 UNIFORMS 800.00 396.78 66.67 66.47 400.00 89.12 1,500.00
100-74100-542300 FURNITURE & FIXTURES 1,440.08 - - - - - 3,500.00
100-74100-542400 COMPUTER SOFTWARE - - - - - - -
Division: 74100 - PLANNING & ZONING Total: 669,300.30 530,944.58 621,411.16 545,293.57 614,199.92 279,044.73 743,760.00

97
Budget Worksheet

Division: 75100 - ECONOMIC DEVELOPMENT
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 74,458.91 161,516.87 243,539.19 97,141.92 378,459.00
52 Purchased/ Contract Services 85,970.60 49,413.40 92,000.00 12,659.28 71,250.00
53 Supplies - 5,436.91 4,750.00 2,523.20 4,250.00
54 Capital Outlay - - 10,200.00 3,028.50 10,200.00

Total Budget 160,429.51 216,367.18 350,489.19 115,352.90 464,159.00

98
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-75100-511100 REGULAR SALARIES 77,961.72 49,584.30 110,229.68 117,821.64 146,280.12 57,323.45 293,200.00
100-75100-511300 OVERTIME - - - 159.59 - 553.20 -
100-75100-512100 GRP INSRNC MEDICAL/DENTAL 15,165.69 15,561.35 13,469.69 32,544.62 40,409.07 18,550.08 40,409.00
100-75100-512110 GROUP INSURANCE LIFE 550.00 165.97 360.28 360.28 1,650.00 220.09 1,650.00
100-75100-512111 GROUP INSURANCE VISION 68.00 69.96 156.76 156.76 3,000.00 91.60 3,000.00
100-75100-512200 MEDICARE 1.45% 1,100.00 709.50 1,100.00 1,688.97 3,300.00 835.33 3,300.00
100-75100-512400 PENSION 10,300.00 7,386.72 7,112.05 7,758.60 30,900.00 17,601.01 30,900.00
100-75100-512600 UNEMPLOYMENT INSURANCE 2,000.00 - - - 6,000.00 - -
100-75100-512700 WORKER'S COMPENSATION 2,000.00 981.11 1,026.41 1,026.41 6,000.00 1,967.16 -
100-75100-512851 HRA DEDUCTIBLE 1,000.00 - - - 6,000.00 - 6,000.00
100-75100-521200 PROFESSIONAL SERVICES 55,000.00 81,100.00 15,000.00 40,296.80 20,000.00 9,676.00 30,000.00
100-75100-522341 Copier Rental - - - - 1,000.00 - -
100-75100-523240 AT&T Club Service - - - - 3,000.00 - -
100-75100-523400 PRINTING & BINDING 1,500.00 - 429.25 429.25 1,000.00 - 500.00
100-75100-523500 TRAVEL 2,500.00 1,363.03 2,191.82 2,191.82 5,000.00 47.03 5,000.00
100-75100-523600 DUES & FEES 1,600.00 855.00 1,450.00 1,450.00 2,000.00 780.00 2,000.00
100-75100-523700 EDUCATION & TRAINING 5,000.00 420.00 2,500.00 2,551.78 5,000.00 75.00 5,000.00
100-75100-523708 Ed Incentives - - - - 50,000.00 - 25,000.00
100-75100-523851 INTERN HELP - - 2,493.75 2,493.75 4,500.00 2,081.25 3,500.00
100-75100-523940 POSTAGE 500.00 - - - 500.00 - 250.00
100-75100-531140 SUPPLIES & MATERIALS 1,000.00 - 1,000.00 1,908.28 1,500.00 332.55 1,500.00
100-75100-531701 HOSPITALITY/FOOD/BEVERAGE 1,000.00 - 2,500.00 2,808.90 3,000.00 2,190.65 2,500.00
100-75100-531750 UNIFORMS - - 200.00 209.16 250.00 - 250.00
100-75100-542400 Computer Software - - - - 10,200.00 3,028.50 10,200.00
Division: 75100 - ECONOMIC DEVELOPMENT Total: 178,245.41 160,429.51 161,219.69 216,367.18 350,489.19 115,352.90 464,159.00

99
Budget Worksheet

Division: 75500 - Main Street Program
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 175,752.50 172,511.77 182,942.89 83,826.88 204,559.00
52 Purchased/ Contract Services 18,409.68 26,101.11 34,825.00 16,297.70 30,000.00
53 Supplies 20,105.88 15,062.40 20,845.00 9,004.18 21,500.00
54 Capital Outlay - - - - -

Total Budget 214,268.06 213,675.28 238,612.89 109,128.76 256,059.00

100
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-75500-511100 REGULAR SALARIES 118,585.70 121,990.19 115,623.74 114,702.54 127,083.51 53,237.60 150,000.00
100-75500-511300 OVERTIME - - - - - 21.63 500.00
100-75500-512100 GRP INSRNC MEDICAL/DENTAL 45,244.44 41,022.42 39,420.60 37,879.67 26,939.38 17,678.70 26,939.00
100-75500-512110 GROUP INSURANCE LIFE 620.00 426.36 457.92 457.92 620.00 214.58 620.00
100-75500-512111 GROUP INSURANCE VISION 257.00 189.92 203.88 203.88 1,000.00 81.07 1,000.00
100-75500-512200 MEDICARE 1.45% 1,500.00 1,658.08 1,553.26 1,586.67 1,500.00 807.67 1,500.00
100-75500-512400 PENSION 13,800.00 9,896.88 13,809.84 15,065.28 20,000.00 11,392.22 20,000.00
100-75500-512600 UNEMPLOYMENT INSURANCE 600.00 - - - 600.00 - -
100-75500-512700 WORKER'S COMPENSATION 1,155.00 568.65 615.81 615.81 1,200.00 393.41 -
100-75500-512851 HRA, DEDUCTIBLE 2,000.00 - 2,000.00 2,000.00 4,000.00 - 4,000.00
100-75500-521200 PROFESSIONAL FEES 5,000.00 5,379.00 2,705.00 2,602.50 5,000.00 2,458.89 5,000.00
100-75500-522341 COPIER RENTAL 2,000.00 1,721.59 1,670.40 1,670.40 1,700.00 974.40 -
100-75500-523240 AT&T CLUB SERVICE - - 6,159.69 6,159.69 3,000.00 3,783.37 -
100-75500-523400 PRINTING & BINDING 2,500.00 1,243.24 1,581.23 1,581.23 2,500.00 493.46 2,000.00
100-75500-523500 TRAVEL 5,000.00 4,155.50 5,339.83 5,339.83 5,000.00 427.75 5,500.00
100-75500-523520 MAIN STREET BOARD TRAVEL 7,200.00 - 436.22 436.22 3,500.00 773.58 3,500.00
100-75500-523600 DUES & FEES 1,500.00 918.75 868.00 868.00 1,300.00 750.00 1,300.00
100-75500-523700 EDUCATION & TRAINING 3,000.00 2,194.95 2,107.50 2,107.50 3,050.00 680.00 3,000.00
100-75500-523720 MAIN STREET BOARD EDUCATION & TRAINING 4,200.00 1,255.00 1,600.00 1,600.00 3,575.00 605.00 3,500.00
100-75500-523851 INTERN HELP 2,000.00 - 1,987.50 1,987.50 2,000.00 4,856.25 2,000.00
100-75500-523940 POSTAGE 200.00 146.90 109.24 109.24 200.00 - 200.00
100-75500-523945 WEB SITE 3,000.00 594.00 1,639.00 1,639.00 4,000.00 495.00 4,000.00
100-75500-531140 SUPPLIES & MATERIALS 2,000.00 1,762.79 1,665.77 1,665.77 2,000.00 393.73 2,000.00
100-75500-531227 GA PWR, MAIN STREET - - 7,209.64 7,318.85 5,000.00 3,540.16 6,000.00
100-75500-531701 HOSPITALITY/FOOD/BEVERAGE 5,000.00 2,323.62 1,364.58 1,364.58 3,500.00 920.35 3,000.00
100-75500-531707 ENTERTAINMENT 10,000.00 9,848.46 3,010.22 3,010.22 5,000.00 3,781.53 5,000.00
100-75500-531724 DOWNTOWN BEAUTIFICATION 12,000.00 335.00 217.10 217.10 2,000.00 - 2,000.00
100-75500-531725 PROMOTIONAL SUPPLIES 6,000.00 5,419.78 1,394.90 1,394.90 2,500.00 316.57 2,500.00
100-75500-531750 Uniforms 1,200.00 416.23 90.98 90.98 845.00 51.84 1,000.00
100-75500-542300 FURNITURE & FIXTURES - - - - - - -
Division: 75500 - Main Street Program Total: 260,562.14 214,268.06 214,303.89 213,675.28 238,612.89 109,128.76 256,059.00

101
Budget Worksheet

Division: 75700 - GIS/PLANNING
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
51 Personal Service 88,763.04 76,367.27 93,862.69 52,269.64 99,674.00
52 Purchased/ Contract Services 26,102.03 1,263.38 19,450.00 8,984.08 23,200.00
53 Supplies 4,983.03 24,703.49 3,200.00 - 3,100.00
54 Capital Outlay - - - - -

Total Budget 119,848.10 102,334.14 116,512.69 61,253.72 125,974.00

102
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-75700-511100 REGULAR EMPLOYEE SALARIES 67,303.06 66,685.31 66,685.43 58,801.23 68,393.00 38,142.31 75,404.00
100-75700-512100 GRP INSUR MEDICAL / DENTAL 15,266.32 14,254.61 11,467.24 11,018.99 13,469.69 9,286.25 13,470.00
100-75700-512110 GROUP INSURANCE LIFE 150.00 448.76 480.57 480.57 300.00 386.32 300.00
100-75700-512111 GROUP INSURANCE VISION 68.00 67.28 66.22 66.22 1,000.00 42.14 1,000.00
100-75700-512200 MEDICARE 1.45% 900.00 965.90 832.86 851.33 1,000.00 546.28 1,000.00
100-75700-512400 PENSION 8,500.00 6,095.88 4,488.22 4,896.24 6,500.00 3,702.44 6,500.00
100-75700-512600 UNEMPLOYMENT INSURANCE 700.00 - - - 700.00 - -
100-75700-512700 WORKERS' COMPENSATION 500.00 245.30 252.69 252.69 500.00 163.90 -
100-75700-512851 HRA DEDUCTABLE 1,000.00 - - - 2,000.00 - 2,000.00
100-75700-521200 PROFESSIONAL SERVICES 10,000.00 14,448.75 (7,168.75) (7,168.75) 2,000.00 - 10,000.00
100-75700-521300 Technical Services 5,293.34 5,146.67 5,380.00 5,380.00 5,600.00 3,766.67 -
100-75700-521310 SOFTWARE 5,200.00 - - - 1,500.00 4,235.81 8,000.00
100-75700-522341 COPIER RENTAL 1,728.51 1,767.00 1,609.44 1,609.44 1,700.00 938.84 -
100-75700-523400 PRINTING & BINDING 1,000.00 561.69 1,442.69 1,442.69 2,000.00 42.76 1,500.00
100-75700-523500 TRAVEL 1,000.00 - - - 1,200.00 - 1,500.00
100-75700-523600 DUES & FEES 600.00 - (295.00) - 250.00 - 700.00
100-75700-523700 EDUCATION & TRAINING 278.74 350.00 - - 1,200.00 - 1,500.00
100-75700-531110 COMPUTER EXPENSE - - 18,565.12 22,941.00 - - -
100-75700-531140 SUPPLIES & MATERIALS 5,400.00 4,983.03 1,766.00 1,742.00 3,000.00 - 2,500.00
100-75700-531725 PROMOTIONAL ITEMS - - - - - - 300.00
100-75700-531750 UNIFORMS 150.00 - 20.49 20.49 200.00 - 300.00
100-75700-541100 LAND ACQUISITIONS / SITES - - - - - - -
Division: 75700 - GIS/PLANNING Total: 129,293.81 119,848.10 105,593.22 102,334.14 116,512.69 61,253.72 125,974.00

103
Budget Worksheet

Division: 90000 - OTHER FINANCING USES
FY 2022 FY 2024
ACTUAL FY 2023 ACTUAL BUDGET FY 2024 YTD FY 2025 PROPOSED
61 Other Financing Sources 1,217,461.91 (2,737,968.00) 4,248,568.76 1,039,731.50 4,525,000.00

Total Budget 1,217,461.91 (2,737,968.00) 4,248,568.76 1,039,731.50 4,525,000.00

104
FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description FY 2022 BUDGET FY 2022 ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
100-90000-611276 TRANSFER GF AND CEMETERY 20,000.00 10,775.89 10,000.00 - 10,000.00 - 10,000.00
100-90000-611300 TRANSFER GF AND SDDA 45,000.00 - 90,000.00 - 90,000.00 - 90,000.00
100-90000-611650 TRANSFER TO/FROM URA 1,205,212.88 1,205,212.87 1,208,355.50 1,208,355.50 1,204,764.50 1,039,731.50 2,400,000.00
100-90000-612020 TRANSFER TO/FROM PFA FUND 188,042.00 3,014,566.26 2,943,804.26 - 2,943,804.26 - 2,025,000.00
100-90000-612030 TRANSFER TO/FROM SPLOST V - - - (2,946,323.50) - - -
100-90000-612040 TRANSFER TO/FROM AMPHITHEATER OPERATING - - - (500,000.00) - - -
Division: 90000 - OTHER FINANCING USES Total: 1,827,536.29 9,294,935.74 4,252,159.76 (2,737,968.00) 4,248,568.76 1,039,731.50 4,525,000.00

105
Budget Worksheet

Fund: 255 - GRANTS

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
Division 32100 - POLICE ADMINISTRATION
51 Personal Services and Employee Benefits - 663,782.84 - 527,536.89 600,000.00
52 Purchased / Contracted Services - 124,894.15 63,019.38 160,000.00
53 Supplies - 2,159.95 36,832.43 300,000.00
54 Capital Outlays - - - 124,523.00 375,000.00
57 Other Cost 1,000,000.00 -

Division 42200 - PUBLIC WORKS
52 Purchased / Contracted Services - - - 45,760.89 -
53 Supplies - - - - -
54 Capital Outlays - - - - 305,815.00
57 Other Cost - - - - -

Total Budget - 790,836.94 1,000,000.00 797,672.59 1,740,815.00

106
FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET FY 2022 ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
255-15100-531700 MISCELLANEOUS EXPENSE - - 54,029.00 - 1,000,000.00 - -
Division: 15100 - FINANCIAL ADMINISTRATION Total: - - 54,029.00 - 1,000,000.00 - -
255-32100-511100 REGULAR EMPL. SALARIES - POLICE GRANT - - 617,770.00 498,408.79 - 363,703.30 494,000.00
255-32100-512100 GRP INSRNC MEDICAL/DENTAL - POLICE GRANT - - 143,625.50 156,081.48 - 156,909.92 100,000.00
255-32100-512110 GROUP INSURANCE LIFE - POLICE GRANT - - - 1,462.62 - 1,165.53
255-32100-512111 GROUP INSURANCE VISION - POLICE GRANT - - 617.80 720.69 - 816.47 1,000.00
255-32100-512200 MEDICARE 1.45% - POLICE GRANT - - 8,957.70 7,109.26 - 4,941.67 5,000.00
255-32100-512700 WORKER'S COMPENSATION - POLICE GRANT - - - - - - -
255-32100-521100 2022 LEMHWA CONSULTANT FEES - - 111,840.00 69,020.00 - 8,740.00 -
255-32100-521105 JAG CONSULTANT FEES - JUSTICE ASSIST/MENTAL HLT GRANT - - - 36,925.00 - 53,190.00 42,000.00
255-15110-521202 GRANTS MATCH - - - - - -
255-32100-523500 2022 LEMHWA TRAVEL - - 22,700.00 18,949.15 - 1,089.38 -
255-32100-523846 LEMHWA - - - - - - 118,000.00
255-32100-531140 2022 LEMHWA SUPPLIES & MATERIAL - - 21,010.00 2,159.95 - - -
255-32100-531145 JUSTICE ASSIST/MENTAL HLTH - - - - - 2,999.00 -
255-32100-531150 CRIMINAL JUSTICE COORD. CNCL PRG - - - - - - -
255-32100-531155 PUB. SFTY & VIOLENT CRIME GRANT - - - - - 11,703.43 -
255-32100-531600 SMALL EQUIP - PUB. SFTY & VIOLENT CRIME GRANT - - - - - 22,130.00 300,000.00
255-32100-531700 2022 LEMHWA MISCELLANEOUS EXPENSE - - 3,600.00 - - - -
255-32100-531750 UNIFORMS - BULLETPROOF VEST GRANT - - - - - - -
255-32100-542500 EQUIPMENT - CRIMINAL JUSTICE COORD. CNCL PRG GRANT - - - - - 12,203.00 -
255-32100-542505 EQUIPMENT - PUB. SFTY & VIOLENT CRIME GRANT - - - - - 112,320.00 375,000.00
255-32100-551100 2022 DE MINIMIS 10% LEMHWA INDIRECT COST - - 15,850.00 - - - -
Division: 32100 - POLICE ADMINISTRATION Total: - - 945,971.00 790,836.94 1,000,000.00 751,911.70 1,435,000.00
255-42200-522243 LMIG - 548,416.95 - - - 45,760.89 -
255-42200-541490 LMIG 2024 - - - - - - -
255-42200-541491 LMIG 2025 - - - - - - 305,815.00
Division: 42200 - PUBLIC WORKS Total: - 548,416.95 - - - 45,760.89 305,815.00
255-43300-541489 CDBG FY20 - 305,725.00 - - - - -
Division: 43300 - SEWER Total: - 305,725.00 - - - - -
255-74100-523847 LCI 2021 BICYCLE CONNECTIVITY - - - - - - -
Division: 74100 - PLANNING & ZONING Total: - - - - - - -

Fund: 255 - GRANT FUND Total: - 854,141.95 1,000,000.00 790,836.94 1,000,000.00 797,672.59 1,740,815.00

107
Budget Worksheet

Fund: 275 - HOTEL MOTEL

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Purchased / Contracted Services - - 2,800.00 - 2,800.00
53 Supplies 214,716.72 67,806.65 167,200.00 2,731.24 167,200.00
54 Capital Outlays 20,100.00 49,248.96 10,000.00 - 10,000.00
57 Other Cost 210,455.00 444,532.16 195,000.00 121,326.47 245,000.00

Total Budget 445,271.72 561,587.77 375,000.00 124,057.71 425,000.00

108
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
275-15100-523300 ADVERTISING - - - - - - -
275-15100-523310 PUBLIC NOTICES 825.00 - 825.00 - 800.00 - 800.00
275-15100-523400 PRINTING & BINDING - - - - - - -
275-15100-523600 DUES & FEES 2,800.00 - 2,800.00 - 2,000.00 - 2,000.00
275-15100-531700 MISCELLANEOUS EXPENSE - - - - - - -
275-15100-531709 CITY REBRANDING INITIATIVE 500.00 - 500.00 - - - -
275-15100-531710 RSVP Program for Main Street - - - - - - -
275-15100-531713 PROMOTIONAL SUPPLIES - MAIN STREE 7,000.00 3,014.75 7,000.00 7,719.11 7,000.00 - 7,000.00
275-15100-531714 PROMOTIONAL SUPPLIES - ECO DELVP 3,000.00 1,938.78 3,000.00 2,896.00 3,000.00 - 3,000.00
275-15100-531717 PROMOTIONAL SUPPLIES - MERLE 5,000.00 - 5,000.00 - 5,000.00 - 5,000.00
275-15100-531718 ADVERTISEMENT - MERLE 20,000.00 - 20,000.00 - 20,000.00 - 20,000.00
275-15100-531719 ADVERTISEMENT - TED 5,000.00 - 5,000.00 - 5,000.00 - 5,000.00
275-15100-531720 CITY QUARTERLY NEWSLETTER 25,000.00 2,000.00 25,000.00 12,765.01 20,000.00 - 20,000.00
275-15100-531726 CITY EVENT, Food Trucks - - - - - - -
275-15100-531730 TOURISM 219,875.00 207,763.19 122,101.53 44,426.53 107,200.00 2,731.24 107,200.00
275-15100-531731 CITY EVENT SOUNDS OF SUMM - - - - - - -
275-15100-531732 CITY EVENT, CITIES WEEK - - - - - - -
275-15100-531733 CITY EVENT,MEMORIAL MARCH - - - - - - -
275-15100-531736 CITY EVENT,STARS OVER STO - - - - - - -
275-15100-531737 VETERAN'S DAY PARADE - - - - - - -
275-15100-531738 VETERANS DAY DINNER - - - - - - -
275-15100-531739 MAYORS BIKE RIDE - - - - - - -
275-15100-531743 CITY EVENT, CIRCUS - - - - - - -
275-15100-541495 BEAUTIFICATION - - - 45,991.00 - - -
275-15100-542500 OTHER - WAYFINDING SIGNAGE 25,000.00 20,100.00 25,000.00 3,257.96 10,000.00 - 10,000.00
275-15100-572000 H.C. CHAMBER 2% / 3.5% 8/1/2015 195,000.00 210,455.84 195,000.00 444,532.16 195,000.00 121,326.47 245,000.00
275-15100-611251 TRANSFER TO/FROM GEN.FUND - - - - - - -
Division: 15100 - FINANCIAL ADMINISTRATION Total: 509,000.00 445,272.56 411,226.53 561,587.77 375,000.00 124,057.71 425,000.00

275-90000-611251 TRANSFER TO/FROM GEN.FUND - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - - - - - - -

Fund: 275 - HOTEL/MOTEL TAX Total: 509,000.00 445,272.56 411,226.53 561,587.77 375,000.00 124,057.71 425,000.00

109
Budget Worksheet

Fund: 320 - SPLOST

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
54 - Government Buildings 240,612.84 140,676.31 - - 2,227,268.00
54 - Public Works 1,485,643.94 2,569,006.53 - 298,173.14
54 - Sewer 28,422.50 144,700.00 - 100,708.31
54 - Water 173,733.72 178,445.48 - 32,450.00 1,431,304.00
54 - Parks - 123,906.55 - 84,259.72 -
61 - Other Financing Cost - 2,946,323.50 - - 2,946,324.00

Total Budget 1,928,413.00 6,103,058.37 - 515,591.17 6,604,896.00

110
FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET FY 2022 ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
320-15100-523901 BANK CHARGES - - - - - - -
Division: 15100 - FINANCIAL ADMINISTRATION Total: - - - - - - -

320-15650-542300 POLICE STATION - FURNITURE & FIXTURES - 240,612.84 - 140,676.31 - -
Division: 15650 - GOVERNMENT BUILDINGS/PROPERTY Total: - 240,612.84 - 140,676.31 - - -

320-42200-522241 LMIG ROAD PAVING - 1,485,643.94 - 2,464,885.63 - 144,026.25 2,227,268.00
320-42200-541404 SIDEWALKS-SPLOST V - - - 104,120.90 - 154,146.89
Division: 42200 - PUBLIC WORKS Total: - 1,485,643.94 - 2,569,006.53 - 298,173.14 2,227,268.00

320-43300-541108 WTP CAPACITY REVIEW - 15,572.50 - 16,200.00 - 11,330.00
320-43300-541405 WALTER WAY LIFT STATION - - - - - -
320-43300-541483 WWTP IMPROVEMENTS - 12,850.00 - 128,500.00 - 89,378.34
Division: 43300 - SEWER Total: - 28,422.50 - 144,700.00 - 100,708.34 -

320-44200-523849 CONTRACT LABOR - WATER INFRASTRUCTURE - - - - - 32,450.00 1,431,304.00
320-44200-531140 SUPPLIES & MATERIALS - WATER INFRASTUCTURE - - - 114,600.00 - -
320-44200-542511 WATER METER REPLACEMENT - - - 63,845.48 - -
Division: 44200 - WATER Total: - - - 178,445.48 - 32,450.00 1,431,304.00

320-62200-521220 PROFESSIONAL SERVICES - 173,733.72 - 123,906.56 - 84,259.72
Division: 62200 - PARKS Total: - 173,733.72 - 123,906.56 - 84,259.72 -

320-90000-612020 TRANSFER TO/FROM GENERAL FUND - - - 2,946,323.50 - - 2,946,324.00
Division: 90000 - OTHER FINANCING USES Total: - - - 2,946,323.50 - - 2,946,324.00

Fund: 320 - SPLOST V FUND Total: - 1,928,413.00 - 6,103,058.38 - 515,591.20 6,604,896.00

111
FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET FY 2022 ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
321-15100-523901 BANK CHARGES - - - - - - -
Division: 15100 - FINANCIAL ADMINISTRATION Total: - - - - - - -

321-15650-542300 POLICE STATION - FURNITURE & FIXTURES - - - - - - -
Division: 15650 - GOVERNMENT BUILDINGS/PROPERTY Total: - - - - - - -

321-42200-522241 LMIG ROAD PAVING - - - - - - -
321-42200-541404 SIDEWALKS-SPLOST V - - - - - - -
Division: 42200 - PUBLIC WORKS Total: - - - - - - -

321-43300-541108 WTP CAPACITY REVIEW - - - - - - -
321-43300-541405 WALTER WAY LIFT STATION - - - - - - -
321-43300-541483 WWTP IMPROVEMENTS - - - - - - -
Division: 43300 - SEWER Total: - - - - - - -

321-44200-523849 CONTRACT LABOR - WATER INFRASTRUCTURE - - - - - - -
321-44200-531140 SUPPLIES & MATERIALS - WATER INFRASTUCTURE - - - - - - -
321-44200-542511 WATER METER REPLACEMENT - - - - - - -
Division: 44200 - WATER Total: - - - - - - -

321-62200-521220 PROFESSIONAL SERVICES - - - - - - -
Division: 62200 - PARKS Total: - - - - - - -

321-90000-612020 TRANSFER TO/FROM GENERAL FUND - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - - - - - - -

Fund: 321 - SPLOST VI FUND Total: - - - - - - -

112
Budget Worksheet

Fund: 335 - TSPLOST

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Finance 423.51 286.26 121,425.00 47,620.27 1,000,000.00
54 Public Works - 82,703.50 - 2,458,180.48 2,128,801.00
54 Stormwater - 50,415.00 - 31,740.00 2,500,000.00
61 Other Financing Sources - - - - -

Total Budget 423.51 133,404.76 121,425.00 2,537,540.75 5,628,801.00

113
FY 2022 FY 2023 FY 2024 FY 2025
Account Number Account Description FY 2022 BUDGET ACTUAL BUDGET FY 2023 ACTUAL BUDGET FY 2024 ACTUAL PROPOSED
335-15100-523901 BANK CHARGES - 423.51 - 286.26 121,425.00 - -
Division: 15100 - FINANCIAL ADMINISTRATION Total: - 423.51 - 286.26 - - -

335-42200-521200 PROFESSIONAL SERVICES - - - - - 47,620.27 1,000,000.00
335-42200-541404 SIDEWALKS - - - 82,703.50 - 2,458,180.48 -
335-42200-541405 NEIGHBORHOOD PROJECT - - - - - - 2,128,801.00
335-42200-541406 TYE STREET SIDEWALK - - - - - - -
335-42200-541407 COUNTRY CLUB DRIVE - - - - - - -
335-42200-541436 ROADS - - - - - 31,740.00 2,500,000.00
335-42200-541440 MLK SR HERITAGE TRAIL SPUR - - - - - - -
335-42200-541441 MLK SR HERITAGE TRAIL I - - - - - - -
335-42200-541442 TRAILHEAD - - - - - - -
335-42200-541447 TRAILS - - - - - - -
Division: 42200 - PUBLIC WORKS Total: - - - 82,703.50 - 2,537,540.75 5,628,801.00

335-42500-541436 ROADS - - - 50,415.00 - - -
Division: 42500 - STORMWATER Total: - - - 50,415.00 - - -

Fund: 335 - TSPLOST 1 Total: - 423.51 - 133,404.76 121,425.00 2,537,540.75 5,628,801.00

114
Budget Worksheet

Fund: 353 CITYWIDE PROJECTS

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Purchased / Contracted Services - - - - -
53 Supplies - - - - -
54 Capital Outlays 10,623,467.00 13,539,688.00 6,891,416.68 11,693,818.70 -
57 Other Cost - - - -

Total Budget 10,623,467.00 13,539,688.00 6,891,416.68 11,693,818.70 -

115
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
353-15650-541000 PROFESSIONAL FEES 6,585,683.24 261,287.70 11,703,900.00 770.50 11,693,818.70 - -
353-15650-541100 LAND PURCHASE - 7,500.00 - 22,000.00 - - -
353-15650-541301 COMMUNITY CENTER BLDG. - - - - - - -
353-15650-541304 POLICE STATION RENOVATIONS - 244,320.81 - (18,425.71) - - -
353-15650-541324 AMPHITHEATER FUND 3,829,100.01 - - 6,226,671.70 - 1,120,214.19 -
353-15650-541326 TSW - 13,664.37 - - - - -
353-15650-541327 MONUMENT SIGN 79,820.00 - - - - - -
353-15650-541328 CULTURAL ART CENTER 128,863.75 128,863.75 - - - - -
353-15650-541330 CITY HALL INTERIOR OFFICE - 95,848.23 - 8,495.84 - - -
353-15650-541332 BUILDING IMPROVEMENTS TSCC - (14,209.22) - 31,339.33 - - -
353-15650-541336 114 MLK SR HT IMPROVEMENTS - - - - - - -
Division: 15650 - GOVERNMENT BUILDINGS/PROPERTY Total: 10,623,467.00 737,275.64 11,703,900.00 6,270,851.66 11,693,818.70 1,120,214.19 -

353-32100-523710 POLICE CANINE PROGRAM - - 40,000.00 28,604.00 - - -
353-32100-531110 COMPUTER EXPENSE - POLICE DEPT - - 56,000.00 - - - -
353-32100-531750 UNIFORMS - EXPENSE DEPT - - 120,000.00 61,717.02 - (20,322.68) -
353-32100-541332 BUILDING IMPROVEMENTS - POLICE DEPT - - 197,500.00 - - - -
353-32100-542200 VEHICLES - POLICE DEPT - - 536,000.00 322,777.31 - - -
353-32100-542500 EQUIPMENT POLICE DEPT - - 886,288.00 207,466.69 - - -
Division: 32100 - POLICE ADMINISTRATION Total: - - 1,835,788.00 620,565.02 - -20,322.68 -

Fund: 353 - CITYWIDE PROJECTS FUND Total: 10,623,467.00 737,275.64 13,539,688.00 6,891,416.68 11,693,818.70 1,099,891.51 -

116
Budget Worksheet

Fund: 350 - URBAN REDEVELOPMENT AUTHORITY

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
58 Debt Service 1,205,212.87 1,208,355.50 1,204,764.50 1,023,624.00 2,269,053.00

Total Budget 1,205,212.87 1,208,355.50 1,204,764.50 1,023,624.00 2,269,053.00

117
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
350-80000-581300 PRINCIPAL-OTHER DEBT 780,000.00 780,000.00 1,023,624.00 820,000.00 1,039,731.50 1,023,624.00 2,110,066.00
350-80000-582300 INTEREST-OTHER DEBT 443,177.76 425,212.87 184,734.50 388,355.50 165,033.00 - 158,987.00
350-80000-583000 BOND ISSUANCE COST - - - - - - -
Division: 80000 - DEBT SERVICES Total: 1,223,177.76 1,205,212.87 1,208,358.50 1,208,355.50 1,204,764.50 1,023,624.00 2,269,053.00

Fund: 350 - URBAN REDEVELOPMENT AGENCY Total: 1,223,177.76 1,205,212.87 1,208,358.50 1,208,355.50 1,204,764.50 1,023,624.00 2,269,053.00

Principal Interest
URA Series 2005B, 2006A and 2006C - Maturity Date 02/01/2031 17,125,000.00 1,055,033.00 14,458.50
Tax Exempt Series 2006C - Maturity Date - 02/01/2031 5,000,000.00 311,812.25 45,487.75
Tax Exempt Series 2005 - Maturity Date 02/01/2031 7,330,000.00 447,306.25 58,851.25
Tax Exempt Series 2006A - Maturity Date - 02/01/2031 4,795,000.00 295,914.50 40,189.50
34,250,000.00 2,110,066.00 158,987.00

Principal Payment Due every February 1
Interest Payment Due every August 1

118
Budget Worksheet

Fund: 357 DOWNTOWN DEVELOPMENT AUTHORITY

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Purchased / Contracted Services 5,464.93 (750.00) 23,000.00 - 23,000.00
58 Debt Service 16,458.46 227.49 7,000.00 45,699.68 7,000.00
54 Capital Outlays - - 15,000.00 - 15,000.00
61 Other Financing Cost - - - - -

Total Budget 21,923.39 (522.51) 45,000.00 45,699.68 45,000.00

119
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
355-15100-521201 PROFESSIONAL FEES 1,500.00 - 1,500.00 - 1,300.00 - 1,300.00
355-15100-521220 LEGAL 11,000.00 - 11,000.00 - 11,000.00 - 11,000.00
355-15100-523110 LIABILITY INSURANCE 2,000.00 1,721.00 2,000.00 - 2,000.00 - 2,000.00
355-15100-523310 PUBLIC NOTICES - - - 168.00 200.00 - 200.00
355-15100-523400 PRINTING & BINDING 3,000.00 - 3,000.00 - 3,000.00 - 3,000.00
355-15100-523500 Travel 2,000.00 1,918.93 2,000.00 (918.00) 2,000.00 - 2,000.00
355-15100-523600 DUES AND FEES 500.00 520.00 500.00 - 500.00 - 500.00
355-15100-523700 Education and Training 3,000.00 1,305.00 3,000.00 - 3,000.00 - 3,000.00
355-15100-531130 OFFICE SUPPLIES 2,500.00 100.32 2,500.00 63.59 2,500.00 77.68 2,500.00
355-15100-531140 SUPPLIES & MATERIALS 1,000.00 - 1,000.00 24.00 1,000.00 12.00 1,000.00
355-15100-531700 MISCELLANEOUS EXPENSE 500.00 15,694.90 500.00 189.90 500.00 45,610.00 500.00
355-15100-531703 HOSPITALITY 3,000.00 663.24 3,000.00 - 3,000.00 - 3,000.00
355-15100-541101 FACADE GRANT 15,000.00 - 15,000.00 - 15,000.00 - 15,000.00
Division: 15100 - FINANCIAL ADMINISTRATION Total: 45,000.00 21,923.39 45,000.00 (522.51) 45,000.00 45,699.68 45,000.00

355-90000-611355 OPERATING TRANS OUT - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - - - - - - -

Fund: 355 - DOWNTOWN DEVELOPMENT AUTHORITY Total: 45,000.00 21,923.39 45,000.00 (522.51) 45,000.00 45,699.68 45,000.00

120
Budget Worksheet

Fund: 357 CITYWIDE DEVELOPMENT AUTHORITY

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Purchased / Contracted Services 1,317.15 491.56 23,000.00 880.60 23,000.00
58 Debt Service 156.00 37.75 7,000.00 128.76 7,000.00
54 Capital Outlays - - 15,000.00 - 15,000.00
61 Other Financing Cost (1,473.15) - - - -

Total Budget - 529.31 45,000.00 1,009.36 45,000.00

121
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
357-15100-521201 PROFESSIONAL FEES - - 1,500.00 - 1,000.00 - 1,000.00
357-15100-521220 LEGAL - - 10,000.00 - 10,000.00 - 10,000.00
357-15100-523110 LIABILITY INSURANCE - - 2,000.00 - 2,000.00 - 2,000.00
357-15100-523310 PUBLIC NOTICES - - 1,000.00 - 1,000.00 - 1,000.00
357-15100-523400 PRINTING & BINDING - - 3,000.00 - 3,000.00 - 3,000.00
357-15100-523500 TRAVEL - - 2,000.00 - 2,000.00 330.60 2,000.00
357-15100-523600 DUES AND FEES - - 500.00 241.56 500.00 - 500.00
357-15100-523700 EDUCATION AND TRAINING - 1,250.00 3,000.00 250.00 3,000.00 550.00 3,000.00
357-15100-523940 POSTAGE - 67.15 - - 500.00 - 500.00
357-15100-531130 OFFICE SUPPLIES - 156.00 2,500.00 13.75 2,500.00 92.76 2,500.00
357-15100-531140 SUPPLIES AND MATERIALS - - 1,000.00 24.00 1,000.00 36.00 1,000.00
357-15100-531700 MISCELLANEOUS EXPENSE - - 500.00 - 500.00 - 500.00
357-15100-531703 HOSPITALITY - - 3,000.00 - 3,000.00 - 3,000.00
357-15100-541101 FACADE GRANT - - 15,000.00 - 15,000.00 - 15,000.00
357-15100-541105 LAND PURCHASE - - - - - - -
Division: 15100 - FINANCIAL ADMINISTRATION Total: - 1,473.15 45,000.00 529.31 45,000.00 1,009.36 45,000.00

357-90000-611275 TRANSFER TO/FROM GF - (1,473.15) - - - -
Division: 90000 - OTHER FINANCING USES Total: - (1,473.15) - - - - -

Fund: 357 - CITYWIDE DEVELOPMENT AUTHORITY Total: - - 45,000.00 529.31 45,000.00 1,009.36 45,000.00

122
Budget Worksheet

Fund: 360 - PUBLIC FACILITIES AUTHORITY

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Purchased / Contracted Services - - - 74.90 60.00
58 Debt Service 3,202,608.51 59.75 2,943,804.26 - 4,050,000.00
54 Capital Outlays 2,873,360.13 4,382,570.82 - - -
61 Other Financing Cost (3,014,566.26) 126,639.87 - - -

Total Budget 3,061,402.38 4,509,270.44 2,943,804.26 74.90 4,050,060.00

123
FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description FY 2022 BUDGET FY 2022 ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
360-15100-523901 BANK CHARGES - - - 59.75 - 74.90 60.00
Division: 15100 - FINANCIAL ADMINISTRATION Total: - - - 59.75 - 74.90 60.00

360-32100-541492 POLICE BUILDING CONSTRUCTION - 2,873,360.13 - 126,639.87 - - -
Division: 32100 - POLICE ADMINISTRATION Total: - 2,873,360.13 - 126,639.87 - - -
360-80000-581300 PRINCIPAL-OTHER DEBT - 2,685,000.00 - 3,915,000.00 2,720,000.00 - 3,823,676.00
360-80000-582300 INTEREST-OTHER DEBT 3,014,566.25 517,608.51 2,943,804.26 467,570.82 226,323.50 - 226,324.00
Division: 80000 - DEBT SERVICES Total: 3,014,566.25 3,202,608.51 2,943,804.26 4,382,570.82 2,946,323.50 - 4,050,000.00
360-90000-612025 TRANSFER TO/FROM SPLOST IV - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - (3,014,566.26) - - - - -

Fund: 360 - PUBLIC FACILITIES AUTHORITY PROJECT FUND Total: 3,014,566.25 3,061,402.38 2,943,804.26 4,509,270.44 2,946,323.50 74.90 4,050,060.00

Principal Interest
PFA Series A - Maturity Date 08/01/2025 9,910,000.00 2,525,000.00 -
Series B - Maturity Date 08/01/2025 1,030,000.00 260,000.00 -
Series C - Maturity Date 08/01/2036 14,865,000.00 1,265,000.00 -
25,805,000.00 4,050,000.00 - 2,025,000.00

124
Budget Worksheet

Fund: 495 - CEMETERY

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Purchased / Contracted Services 2,948.84 746.49 3,000.00 - 3,000.00
53 Supplies 261.22 668.34 2,000.00 389.82 1,600.00
54 Capital Outlays 7,000.00 - 5,000.00 - 400.00
61 Other Financiang Sources (10,775.89) - - - 5,000.00

Total Budget (565.83) 1,414.83 10,000.00 389.82 10,000.00

125
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
495-15650-522220 MAINTENANCE & CLEANING - 2,948.84 3,000.00 746.49 3,000.00 389.82 3,000.00
495-15650-531600 SMALL EQUIPMENT - NON-CAPITAL 2,000.00 261.22 2,000.00 44.34 1,600.00 - 1,600.00
495-15650-531700 MISC EXPENSE - - - 624.00 400.00 - 400.00
495-15650-541200 SITE IMPROVEMENTS 10,000.00 7,000.00 5,000.00 - 5,000.00 - 5,000.00
Division: 15650 - GOVERNMENT BUILDINGS/PROPERTY Total: 12,000.00 10,210.06 10,000.00 1,414.83 10,000.00 389.82 10,000.00
495-90000-611275 TRANSFER FROM G/F - (10,775.89) - - - - -
495-90000-612007 TRANSFER TO/FROM GF - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - (10,775.89) - - - - -

Fund: 495 - CEMETERY FUND Total: 20,000.00 (565.83) 10,000.00 1,414.83 10,000.00 389.82 10,000.00

126
Budget Worksheet

Fund: 80000 - DEBT SERVICES

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
58 Debt Services 30,916.78 127,240.20 127,240.20 1,923,729.48 130,472.00
61 Other Financing Cost 61,259.80 60,000.00 - - 64,000.00

Total Budget 4,518,999.37 6,451,386.22 4,592,402.21 1,923,729.48 194,472.00

127
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
505-80000-562000 AMORTIZATION - - - - - - -
505-80000-581300 PRINCIPAL-OTHER DEBT 96,323.42 - 99,253.20 - 102,272.06 - 105,472.00
505-80000-582300 INTEREST-OTHER DEBT 30,916.78 30,916.78 27,987.00 27,987.00 24,968.14 4,498.75 25,000.00 2,929.78
Division: 80000 - DEBT SERVICES Total: 127,240.20 30,916.78 127,240.20 27,987.00 127,240.20 4,498.75 130,472.00 3,018.86
89.08
505-90000-611002 INVALID FOR THIS ENTITY - - - - - - -
505-90000-611103 TRANSFER TO GEN.FUND 61,259.80 61,259.80 60,000.00 60,000.00 - - 64,000.00
505-90000-611151 TRANS. W/S - SAN. - - - - - - -
505-90000-611202 TRANSFER W&S - - - - - - -
505-90000-611260 TRANSFER W&S - MMCC - - - - - - -
505-90000-611500 TRANSFER TO SPLOST - - - - - - -
505-90000-611602 TRANSFER TO/FROM CONF.CTR - - - - - - -
505-90000-612002 WATER/SEWER - SPLOST III - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: 61,259.80 61,259.80 60,000.00 60,000.00 127,240.20 - 64,000.00

Fund: 505 - WATER & SEWER Total: 4,594,190.22 4,518,999.37 4,237,972.90 6,451,386.22 4,592,402.21 1,923,729.48 194,472.00

128
Budget Worksheet

Fund: 43300 - SEWER

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
51 Personnel Services and Employee Benefits 927,505.95 872,242.25 967,345.51 538,479.09 994,107.00
52 Purchased / Contracted Services 403,969.63 344,393.55 442,800.00 216,519.18 404,500.00
53 Supplies 366,003.50 375,604.54 444,500.00 208,336.37 497,000.00
54 Capital Outlays 25,187.19 1,890,740.67 200,500.00 283,950.97 53,500.00
56 Depreciation and Amortization - - - - -
57 Other Cost 31,616.54 7,960.34 30,000.00 (246.40) 30,000.00

Total Budget 1,754,282.81 3,490,941.35 2,085,145.51 1,247,039.21 1,979,107.00

129
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
505-43300-511100 REGULAR EMPL. SALARIES 576,821.60 508,159.75 528,645.51 538,475.74 528,645.51 291,456.32 584,407.00
505-43300-511300 OVERTIME 55,000.00 48,073.89 50,000.00 48,527.00 50,000.00 30,408.11 50,000.00
505-43300-512100 GRP INSRNC MEDICAL/DENTAL 250,000.00 241,543.57 266,000.00 203,215.09 266,000.00 160,531.34 266,000.00
505-43300-512110 GROUP INSURANCE LIFE 3,100.00 1,613.40 3,000.00 1,645.54 3,000.00 1,274.02 3,000.00
505-43300-512111 GROUP INSURANCE VISION 1,262.00 1,077.67 1,000.00 1,013.28 1,000.00 787.98 1,000.00
505-43300-512200 MEDICARE 1.45% 8,000.00 7,729.26 8,000.00 7,812.84 8,000.00 4,528.08 8,000.00
505-43300-512401 RETIREMENT CONTRIBUTIONS 72,500.00 97,534.03 72,500.00 54,611.88 72,500.00 41,296.78 72,500.00
505-43300-512600 UNEMPLOYEMENT INSURANCE 5,000.00 - 4,000.00 - 4,000.00 - -
505-43300-512700 WORKER'S COMPENSATION 35,000.00 18,226.22 25,000.00 12,917.09 25,000.00 8,196.46 -
505-43300-512850 HRA REIMBURSEMENT 9,200.00 3,548.16 9,200.00 4,023.79 9,200.00 - 9,200.00
505-43300-521201 PROFESSIONAL 15,000.00 9,289.20 15,000.00 5,477.50 15,000.00 5,500.00 15,000.00
505-43300-521222 IT Services for Sewer 8,500.00 - 10,000.00 - 10,000.00 - 10,000.00
505-43300-521230 ENGINEERING FEES 38,178.40 13,508.50 30,000.00 50,601.57 15,000.00 2,532.50 15,000.00
505-43300-521341 TESTING - ANALYTICAL COST 15,000.00 6,535.75 15,000.00 5,444.75 20,000.00 6,174.00 20,000.00
505-43300-522150 SURVEILLANCE CAMERAS 25,000.00 855.80 - - 15,000.00 - -
505-43300-522200 REPAIRS & MAINTENANCE 15,000.00 6,917.00 15,000.00 690.00 15,000.00 6,800.09 15,000.00
505-43300-522210 MAINTENANCE AGREEMENTS 50,000.00 2,845.32 25,000.00 3,844.55 25,000.00 3,793.64 25,000.00
505-43300-522211 DISPOSAL 1,000.00 - 1,000.00 - 3,000.00 - 3,000.00
505-43300-522220 MAINTENANCE & CLEANING 4,000.00 45.00 4,000.00 - 4,000.00 1.99 4,000.00
505-43300-522229 EQUIPMENT REPAIRS - PLANT 30,000.00 42,728.76 59,000.00 29,798.10 35,000.00 15,139.32 35,000.00
505-43300-522231 EQPMNT REPAIR PUMP STATIO 100,000.00 75,431.00 55,000.00 47,833.10 50,000.00 50,465.25 50,000.00
505-43300-522232 REPAIR, WWTP PLANT 50,000.00 8,415.89 55,000.00 47,988.00 35,000.00 25,030.75 35,000.00
505-43300-522233 PUMP STATION REPAIR(BLDG) 2,500.00 301.00 2,500.00 404.70 2,500.00 - 2,500.00
505-43300-522234 PUMP STATION ROADS REPAIR 2,500.00 - 2,500.00 - 2,500.00 319.98 2,500.00
505-43300-522235 VACCUM CLEAN SEWER LINES 35,000.00 9,320.00 35,000.00 10,394.00 35,000.00 16,093.50 35,000.00
505-43300-522240 STREET REPAIRS/MAINTENANC 15,000.00 138,425.31 16,000.00 2,480.00 15,000.00 500.00 15,000.00
505-43300-522250 AUTO & TRUCK REPAIR 15,000.00 6,937.32 15,000.00 31,915.20 15,000.00 3,339.80 15,000.00
505-43300-522255 DAMAGE TO PROPERTY 5,000.00 - 5,000.00 97.93 5,000.00 2,200.00 5,000.00
505-43300-522320 RENTAL OF EQUIP & VEHICLE 3,500.00 465.80 3,500.00 228.85 3,500.00 - 3,500.00
505-43300-522341 COPIER RENTAL - - - 771.96 - 393.19 -
505-43300-523231 CELL PHONES 6,000.00 54.95 1,500.00 - 1,500.00 - -
505-43300-523240 AT&T CLUB SERVICE 17,500.00 9,783.89 15,000.00 13,707.22 15,000.00 6,825.72 -
505-43300-523245 CBEYOND COMMUNICATIONS 6,800.00 6,180.09 6,800.00 6,056.41 6,800.00 3,647.70 -
505-43300-523310 PUBLIC NOTICES 2,500.00 340.00 3,000.00 484.00 3,500.00 1,674.00 3,500.00
505-43300-523400 PRINTING & BINDING 7,500.00 3,922.16 5,500.00 4,159.22 5,000.00 2,183.00 5,000.00
505-43300-523500 TRAVEL 5,500.00 4,091.91 5,500.00 7,479.38 5,500.00 1,292.90 5,500.00
505-43300-523600 DUES & FEES 3,500.00 1,307.80 3,500.00 1,495.40 3,500.00 203.80 3,500.00
505-43300-523700 EDUCATION & TRAINING 8,000.00 3,639.50 2,500.00 3,219.07 8,500.00 1,947.16 8,500.00
505-43300-523849 CONTRACT LABOR 7,500.00 - 7,500.00 - 5,000.00 - 5,000.00
505-43300-523900 OTHER (PURCHASED SRVCS) - - - 3,245.67 - - -
505-43300-523902 MERCHANT FEES CREDIT CARD 13,500.00 14,015.48 13,500.00 20,353.28 13,500.00 10,084.06 13,500.00
505-43300-523905 COLL. FEE HENRY COUNTY 10,000.00 8,066.56 10,000.00 8,546.88 10,000.00 4,627.97 10,000.00
505-43300-523930 DRUG TESTING, VACCINES 1,500.00 240.00 1,500.00 475.00 1,500.00 88.00 1,500.00
505-43300-523940 POSTAGE 8,000.00 7,175.22 8,000.00 7,541.59 8,000.00 4,577.73 8,000.00
505-43300-523990 LANDFILL FEES 35,000.00 23,130.42 30,000.00 29,660.22 35,000.00 41,083.13 35,000.00
505-43300-531110 COMPUTER EXPENSE 7,500.00 9,978.12 7,500.00 3,084.40 7,500.00 402.43 -
505-43300-531130 OFFICE SUPPLIES 2,500.00 961.10 2,500.00 570.70 2,500.00 370.68 2,500.00
505-43300-531140 SUPPLIES & MATERIALS 25,000.00 18,099.85 25,000.00 16,290.93 25,000.00 14,112.48 45,000.00
505-43300-531142 HAND TOOLS & SMALL EQUIP. 20,000.00 10,514.98 10,000.00 4,068.32 10,000.00 423.32 15,000.00

130
505-43300-531214 ENERGY - NATURAL GAS 2,000.00 1,870.87 2,000.00 734.56 2,000.00 165.48 2,000.00
505-43300-531221 SNAPPING SHOALS EMC 6,000.00 3,682.38 6,000.00 4,038.43 6,000.00 2,527.59 6,000.00
505-43300-531223 GA POWER LIFT STATIONS 47,500.00 42,781.66 45,000.00 46,461.15 45,000.00 26,170.95 45,000.00
505-43300-531229 GA POWER - WWTP 165,000.00 154,381.90 28,500.00 183,794.00 165,000.00 106,137.04 170,000.00
505-43300-531270 ENERGY-GASOLINE/DIESEL 25,000.00 28,209.67 - 21,364.92 25,000.00 11,585.18 25,000.00
505-43300-531510 PUMP STATION WATER PURCHASES - - - - 2,000.00 111.09 -
505-43300-531700 MISC EXPENSE 5,000.00 3,169.64 50,000.00 307.35 33,000.00 51.21 40,000.00
505-43300-531703 LAB SUPPLIES/OTHER 15,000.00 13,684.82 20,000.00 16,094.92 25,000.00 10,129.91 25,000.00
505-43300-531706 CHEMICALS 70,000.00 67,459.03 80,000.00 71,356.31 80,000.00 29,303.42 105,000.00
505-43300-531720 SIGNS 2,000.00 - 2,000.00 - 3,000.00 - 3,000.00
505-43300-531740 TIRE EXPENSE 8,500.00 5,624.35 5,000.00 3,731.94 5,000.00 2,902.41 5,000.00
505-43300-531750 UNIFORMS 7,500.00 5,585.13 7,500.00 3,706.61 8,500.00 3,943.18 8,500.00
505-43300-541300 BUILDINGS - - - - - - -
505-43300-541314 CAPITAL OUTLAY-BLDG - - - - - - -
505-43300-541315 BUILDING - TILE LAB FLOOR - - - - - - -
505-43300-541460 S2180931 WTR LN ECON STIM - - - - - - -
505-43300-541462 S2180730 WWTP FCLTY IMP 35,000.00 80.00 25,000.00 1,729,884.84 25,000.00 276,301.73 25,000.00
505-43300-542200 VEHICLES - - - - 38,500.00 - -
505-43300-542400 COMPUTER SOFTWARE 8,000.00 8,107.19 8,500.00 7,442.08 8,500.00 - -
505-43300-542500 EQUIPMENT 75,000.00 - 100,000.00 125,737.75 100,000.00 - -
505-43300-542503 DIGESTER - - - - - - -
505-43300-542513 CAMERA, FOR SEWER LINES - - - - - - -
505-43300-542517 WATERSHED MONITORING I&II 28,500.00 17,000.00 28,500.00 27,676.00 28,500.00 7,649.24 28,500.00
505-43300-573105 CONSENT ORDER - FINE 3,000.00 21,470.00 3,000.00 - 15,000.00 - 15,000.00
505-43300-573110 BAD DEBT EXP. W/S 30,000.00 10,146.54 15,000.00 7,960.34 15,000.00 (246.40) 15,000.00
505-43300-611103 TRANSFER TO/FROM GEN.FUND - - - - - - -
Division: 43300 - SEWER Total: 2,166,862.00 1,754,282.81 1,920,645.51 3,490,941.35 2,085,145.51 1,247,039.21 1,979,107.00

131
Budget Worksheet

Fund: 42200 - WATER

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
51 Personnell Services and Employee Benefits 550,800.91 540,628.74 783,716.50 312,669.38 687,438.00
52 Purchased / Contracted Services 238,257.29 239,754.26 369,800.00 60,068.25 293,700.00
53 Supplies 1,062,768.00 1,184,691.73 934,000.00 689,695.04 1,371,500.00
54 Capital Outlays 5,640.00 65,893.50 30,500.00 5,111.20 6,000.00
56 Depreciation and Amortization 814,893.24 819,789.64 100,000.00 - 100,000.00
57 Other Cost - - 100,000.00 - -
61 Other Financing Cost - 21,700.00 62,000.00 - -

Total Budget 2,672,359.44 2,872,457.87 2,380,016.50 1,067,543.87 2,458,638.00

132
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
505-44200-511100 REGULAR EMPL. SALARIES 377,939.22 361,061.32 376,787.19 291,809.67 429,716.50 165,304.20 357,438.00
505-44200-511300 OVERTIME 35,000.00 39,582.22 35,000.00 42,359.55 35,000.00 20,638.35 35,000.00
505-44200-512100 GRP INSRNC MEDICAL/DENTAL 190,000.00 212,394.06 230,000.00 151,903.13 230,000.00 88,029.43 230,000.00
505-44200-512110 GROUP INSURANCE LIFE 2,000.00 1,266.42 2,000.00 1,088.67 2,000.00 632.06 2,000.00
505-44200-512111 GROUP INSURANCE VISION 889.00 917.97 1,000.00 726.23 1,000.00 381.59 1,000.00
505-44200-512200 MEDICARE 1.45% 5,000.00 5,655.72 5,000.00 4,735.00 5,000.00 2,646.02 5,000.00
505-44200-512401 RETIREMENT CONTRIBUTIONS 50,000.00 (79,920.17) 50,000.00 37,663.32 50,000.00 28,480.55 50,000.00
505-44200-512600 UNEMPLOYEMENT INSURANCE 5,000.00 - 4,000.00 - 4,000.00 - -
505-44200-512700 WORKER'S COMPENSATION 20,000.00 9,843.37 20,000.00 10,343.17 20,000.00 6,557.18 -
505-44200-512850 HRA REIMBURSEMENT 7,000.00 - 7,000.00 - 7,000.00 - 7,000.00
505-44200-521201 PROFESSIONAL 2,000.00 - 2,000.00 - 2,000.00 - 2,000.00
505-44200-521222 IT Services for Water 15,000.00 - 15,000.00 - 15,000.00 - 10,000.00
505-44200-521230 ENGINEERING FEES 35,000.00 22,538.00 35,000.00 19,838.75 25,000.00 7,716.25 20,000.00
505-44200-521305 WATER TEST 12,000.00 7,760.00 13,500.00 8,147.98 15,000.00 - 13,500.00
505-44200-522210 MAINTENANCE AGREEMENTS 135,000.00 112,657.91 155,000.00 100,320.62 155,000.00 10,561.91 115,000.00
505-44200-522220 MAINTENANCE & CLEANING 10,000.00 1,641.00 10,000.00 1,733.00 1,000.00 - 1,000.00
505-44200-522231 EQPMNT REPAIR PUMP STATIO 36,000.00 19,536.90 20,000.00 38,366.82 15,000.00 13,927.65 15,000.00
505-44200-522240 STREET REPAIRS/MAINTENANC 15,500.00 - 10,000.00 4,137.00 10,000.00 - 5,000.00
505-44200-522250 AUTO & TRUCK REPAIR 8,500.00 12,799.56 8,500.00 18,039.14 8,500.00 1,473.32 7,500.00
505-44200-522255 DAMAGE TO PROPERTY 1,500.00 - 1,500.00 2,328.73 1,500.00 - 1,500.00
505-44200-522320 RENTAL OF EQUIP & VEHICLE 5,000.00 - 5,000.00 - 5,000.00 - 5,000.00
505-44200-523110 LIABILITY INSURANCE 70,000.00 17,156.93 65,000.00 - 65,000.00 - 50,000.00
505-44200-523245 CBEYOND COMMUNICATIONS 8,000.00 6,180.12 8,000.00 6,056.40 8,000.00 3,647.67 -
505-44200-523250 USA MOBILITY 770 201 0149 2,500.00 2,707.08 2,500.00 2,684.00 2,500.00 1,362.12 3,000.00
505-44200-523310 PUBLIC NOTICES 2,000.00 1,188.00 2,000.00 1,148.00 2,000.00 1,148.00 2,500.00
505-44200-523400 PRINTING & BINDING 7,500.00 3,922.13 2,000.00 4,001.29 2,000.00 2,178.72 3,000.00
505-44200-523500 TRAVEL 5,500.00 3,616.16 1,800.00 3,162.88 1,800.00 1,168.54 4,200.00
505-44200-523600 DUES & FEES 3,500.00 122.40 1,500.00 523.80 1,500.00 234.40 1,500.00
505-44200-523700 EDUCATION & TRAINING 7,500.00 5,200.21 10,000.00 875.00 10,000.00 834.16 10,000.00
505-44200-523840 COLLECTION AGENCY SRVICES 1,000.00 40.14 1,000.00 - 1,000.00 336.75 1,000.00
505-44200-523902 MERCHANT FEES CREDIT CARD 13,500.00 14,015.49 - 20,353.29 13,500.00 10,084.06 13,500.00
505-44200-523930 DRUG TESTING, VACCINES 1,000.00 - 1,000.00 335.00 1,000.00 667.00 1,000.00
505-44200-523940 POSTAGE 8,500.00 7,175.26 8,500.00 7,702.56 8,500.00 4,727.70 8,500.00
505-44200-531110 COMPUTER EXPENSE 10,000.00 13,966.28 10,000.00 5,128.15 10,000.00 416.63 -
505-44200-531130 OFFICE SUPPLIES 3,000.00 864.96 2,000.00 359.46 2,000.00 173.58 2,000.00
505-44200-531140 SUPPLIES & MATERIALS 103,000.00 41,484.88 50,000.00 (32,566.62) 50,000.00 11,484.94 50,000.00
505-44200-531142 HAND TOOLS & SMALL EQUIP. 39,000.00 15,296.19 25,000.00 11,931.45 15,000.00 2,178.84 20,000.00
505-44200-531221 SNAPPING SHOALS EMC 35,000.00 37,494.82 30,000.00 37,207.64 30,000.00 18,730.14 40,000.00
505-44200-531229 GA POWER - WTP 5,500.00 2,798.38 5,500.00 2,720.51 5,500.00 1,482.50 4,500.00
505-44200-531270 ENERGY-GASOLINE/DIESEL 20,000.00 21,567.97 20,000.00 17,805.69 20,000.00 8,030.47 25,000.00
505-44200-531510 INV PCH FOR RSALE-WATER 710,000.00 917,584.02 710,000.00 1,130,454.35 775,000.00 639,973.52 1,200,000.00
505-44200-531703 LAB SUPPLIES/OTHER 7,500.00 1,224.06 5,500.00 1,987.51 5,500.00 1,392.71 5,500.00
505-44200-531706 CHEMICALS 12,500.00 5,723.50 10,000.00 5,450.90 12,500.00 3,124.55 12,500.00
505-44200-531740 TIRE EXPENSE 3,500.00 231.99 2,500.00 1,665.60 2,500.00 422.96 2,500.00
505-44200-531750 UNIFORMS 7,000.00 4,531.79 6,000.00 2,547.09 6,000.00 2,284.20 9,500.00
505-44200-542401 COMPUTERS 7,000.00 - 5,500.00 - 5,500.00 5,111.20 6,000.00
505-44200-542500 EQUIPMENT 72,000.00 5,640.00 25,000.00 65,893.50 25,000.00 - -
505-44200-561000 DEPRECIATION 100,000.00 814,893.24 100,000.00 819,789.64 100,000.00 - 100,000.00
505-44200-611151 TRANS. W/S - SAN. - - - - 62,000.00 -
Division: 44200 - WATER Total: 2,238,828.22 2,672,398.91 2,130,087.19 2,872,457.87 2,380,016.50 1,067,543.87 2,458,638.00

133
Budget Worksheet

Fund: 510 STORMWATER

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
51 Personnel Service and Employee Benefits 349,324.55 304,156.01 467,308.15 234,942.76 497,232.00
52 Purchased / Contracted Services 63,534.22 49,595.92 176,533.04 28,963.11 135,000.00
53 Supplies 33,266.78 17,698.97 45,982.00 6,522.70 34,500.00
54 Capital Outlays 3,581.30 174,500.80 465,500.00 524,143.45 305,000.00
56 Depreciation and Amortization 129,840.90 141,582.53 65,000.00 - 65,500.00
57 Other Cost - - - - -
61 Other Financing Cost 60,000.00 60,000.00 - - 60,000.00

Total Budget 639,547.75 747,534.23 1,220,323.19 794,572.02 1,097,232.00

134
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
510-42500-511100 REGULAR EMPL. SALARIES 354,784.20 175,845.61 239,517.79 175,749.05 264,308.15 126,868.38 326,232.00
510-42500-511300 OVERTIME 5,000.00 489.41 4,000.00 3,159.32 4,000.00 4,186.37 4,000.00
510-42500-512100 GRP INSRNC MEDICAL/DENTAL 100,215.80 66,276.93 83,000.00 56,945.69 83,000.00 55,238.72 83,000.00
510-42500-512110 GROUP INSURANCE LIFE 2,200.00 660.24 2,000.00 573.48 2,000.00 582.84 2,000.00
510-42500-512111 GROUP INSURANCE VISION 1,200.00 365.72 1,000.00 401.93 1,000.00 348.40 1,000.00
510-42500-512200 MEDICARE 1.45% 7,000.00 2,562.68 6,000.00 2,315.96 6,000.00 1,841.14 6,000.00
510-42500-512400 PENSION 65,000.00 89,830.32 65,000.00 48,962.28 65,000.00 37,024.75 65,000.00
510-42500-512600 UNEMPLOYMENT INSURANCE 9,500.00 - 5,000.00 - 5,000.00 - -
510-42500-512700 WORKER'S COMPENSATION 27,000.00 13,293.64 27,000.00 16,048.30 27,000.00 8,852.16 -
510-42500-512850 HRA REIMBURSEMENT 11,000.00 - 10,000.00 - 10,000.00 - 10,000.00
510-42500-521201 PROFESSIONAL FEES 17,500.00 18,670.00 2,500.00 2,817.50 2,500.00 - 10,000.00
510-42500-521222 IT Services for Stormwater 7,000.00 - 500.00 - 5,500.00 - 5,500.00
510-42500-521230 ENGINEERING FEES 85,000.00 8,832.00 - 12,630.00 28,500.00 16,518.32 35,000.00
510-42500-522210 MAINTENANCE AGREEMENTS 7,000.00 57.16 - - 7,000.00 - -
510-42500-522230 EQUIPMENT REPAIRS 12,500.00 12,698.61 - - 5,500.00 - -
510-42500-522240 STREET REPAIRS/MAINTENANC 30,000.00 5,825.00 - - 5,500.00 - 5,500.00
510-42500-522250 AUTO & TRUCK REPAIR 10,000.00 5,154.96 - 11,092.53 7,500.00 2,424.47 7,500.00
510-42500-523110 LIABILITY INSURANCE 2,500.00 612.74 - - 2,500.00 - 2,500.00
510-42500-523304 PERMITS/ANNUAL REPORT 20,000.00 - 20,000.00 6,723.00 20,000.00 3,137.68 20,000.00
510-42500-523310 PUBLIC NOTICES 3,500.00 - 3,500.00 - 3,500.00 - 5,000.00
510-42500-523400 PRINTING & BINDING 5,000.00 - 5,000.00 49.00 5,000.00 - 5,000.00
510-42500-523500 TRAVEL 3,000.00 - 4,500.00 1,579.60 4,500.00 1,105.99 5,500.00
510-42500-523600 DUES & FEES 1,000.00 118.80 1,000.00 118.80 1,000.00 118.80 1,000.00
510-42500-523700 EDUCATION & TRAINING 5,000.00 1,249.00 6,500.00 3,428.06 7,000.00 1,133.16 7,000.00
510-42500-523852 NOI IMPLEMENTATION 7,500.00 - 3,500.00 - 4,000.00 - 4,000.00
510-42500-523901 BANK CHARGES 500.00 - 500.00 - 47,533.04 - 1,500.00
510-42500-523902 CREDIT CARD EXPENSES 3,500.00 4,287.07 3,500.00 7,157.74 4,000.00 1,756.02 4,500.00
510-42500-523930 DRUG TESTING, VACCINES 500.00 - 500.00 120.00 500.00 - 500.00
510-42500-523990 LANDFILL FEES 7,000.00 6,028.88 7,500.00 3,879.29 15,000.00 2,768.67 15,000.00
510-42500-531110 COMPUTER EXPENSE 5,500.00 2,107.18 5,500.00 435.27 5,500.00 - -
510-42500-531130 OFFICE SUPPLIES 1,000.00 292.48 1,000.00 369.69 1,000.00 196.63 1,500.00
510-42500-531140 SUPPLIES & MATERIALS 8,500.00 9,759.90 8,500.00 4,085.12 10,000.00 517.16 7,500.00
510-42500-531142 HAND TOOLS & SMALL EQUIP. 5,500.00 610.81 500.00 227.82 2,982.00 323.85 3,500.00
510-42500-531270 ENERGY-GASOLINE/DIESEL 15,000.00 13,435.34 15,000.00 9,493.82 15,000.00 3,096.94 10,000.00
510-42500-531700 MISCELLANEOUS EXPENSE 2,500.00 2,087.53 2,500.00 8.74 3,000.00 8.78 3,500.00
510-42500-531740 TIRE EXPENSE 5,000.00 2,506.93 3,500.00 1,834.59 3,500.00 696.78 3,500.00
510-42500-531750 UNIFORMS 5,000.00 2,466.61 5,000.00 1,243.92 5,000.00 1,682.61 5,000.00
510-42500-541476 EASEMENTS 25,000.00 - 10,000.00 - - - -
510-42500-542400 COMPUTER SOFTWARE 10,000.00 3,581.30 5,000.00 3,939.42 5,000.00 5,000.00 -
510-42500-542500 EQUIPMENT 293,000.00 - 50,000.00 - 55,000.00 - -
510-42500-542515 STORMWATER REPAIR 255,000.00 - 300,000.00 170,561.38 400,000.00 519,143.45 300,000.00
510-42500-542518 WATERSHED ASSES. PHASE II 5,600.00 - 5,500.00 - 5,500.00 - 5,500.00
510-42500-561000 DEPRECIATION 65,000.00 129,840.90 65,000.00 141,582.53 65,000.00 - 65,000.00
510-42500-579000 CONTINGENCIES - - - - - - -
Division: 42500 - STORMWATER Total: 1,594,500.00 579,547.75 978,517.79 687,533.83 1,220,323.19 794,572.07 1,037,232.00

510-90000-611402 TRANSFER TO SEWER 60,000.00 60,000.00 60,000.00 60,000.00 - - 60,000.00
510-90000-611901 TRANSFER TO GF - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: 60,000.00 60,000.00 60,000.00 60,000.00 - - 60,000.00

Fund: 510 - STORMWATER Total: 1,654,500.00 639,547.75 1,038,517.79 747,533.83 1,220,323.19 794,572.07 1,097,232.00

135
Budget Worksheet

Fund: 45200 - SANITATION SOLID WASTE COLLECTION

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
51 Personnel Services and Employee Benefits 92,293.92 102,965.29 111,809.84 59,996.30 116,321.00
52 Purchased / Contracted Services 1,764,410.77 2,043,516.49 2,695,500.00 1,211,608.01 2,942,500.00
53 Supplies 9,607.31 1,216.24 23,000.00 4,730.05 11,500.00
54 Capital Outlays 3,581.30 3,939.42 5,000.00 5,000.00 -
57 Other Cost 14,972.75 14,948.10 25,000.00 - 25,000.00

Total Budget 1,884,866.05 2,166,585.54 2,860,309.84 1,281,334.36 3,095,321.00

136
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
540-45200-511100 REGULAR EMPL. SALARIES 42,483.30 42,629.91 42,092.23 53,613.74 44,209.84 25,386.65 50,721.00
540-45200-511300 OVERTIME 5,000.00 - 5,000.00 - 5,000.00 - 5,000.00
540-45200-512100 GRP INSRNC MEDICAL/DENTAL 46,043.98 42,874.18 45,000.00 39,240.12 45,000.00 27,202.80 45,000.00
540-45200-512110 GROUP INSURANCE LIFE 2,000.00 162.00 1,000.00 156.20 1,000.00 116.05 1,000.00
540-45200-512111 GROUP INSURANCE VISION 189.00 192.48 1,000.00 201.48 1,000.00 134.32 1,000.00
540-45200-512200 MEDICARE 1.45% 1,300.00 575.59 800.00 592.06 800.00 348.97 800.00
540-45200-512401 RETIREMENT CONTRIBUTIONS 13,000.00 4,780.52 10,800.00 8,135.28 10,800.00 6,151.81 10,800.00
540-45200-512700 WORKER'S COMPENSATION 2,200.00 1,079.24 2,000.00 1,026.41 2,000.00 655.70 -
540-45200-512850 HRA REIMBURSEMENT 2,000.00 - 2,000.00 - 2,000.00 - 2,000.00
540-45200-521222 IT TOTAL TECH 3,000.00 - 3,000.00 - 3,000.00 - -
540-45200-521230 ENGINEERING FEES 5,000.00 2,514.00 5,000.00 3,450.00 6,000.00 3,078.00 5,000.00
540-45200-522210 MAINTENANCE AGREEMENTS 1,000.00 - 1,000.00 - 1,000.00 - 1,000.00
540-45200-522230 EQUIPMENT REPAIRS 60,000.00 13,921.89 25,000.00 - 15,000.00 2,280.73 -
540-45200-522246 KUBOTA SANI VEHICLES 5,000.00 - 2,000.00 - 2,000.00 - -
540-45200-522250 AUTO & TRUCK REPAIR 5,000.00 476.37 5,000.00 - 5,000.00 - 7,000.00
540-45200-522252 DAMAGE TO CITIZEN ITEMS 1,000.00 - 1,000.00 - 1,000.00 - 1,000.00
540-45200-522254 SANITATION DISCOUNT - - - - - 4,158.00 -
540-45200-523310 PUBLIC NOTICES 5,000.00 80.00 1,000.00 - 1,000.00 - 1,000.00
540-45200-523400 PRINTING & BINDING 3,000.00 - 1,000.00 3,414.81 1,000.00 187.44 1,000.00
540-45200-523700 EDUCATION & TRAINING 1,500.00 1,150.00 3,000.00 - 3,000.00 404.16 3,000.00
540-45200-523902 MERCHANT FEES CREDIT CARD 1,000.00 - 1,000.00 - 1,000.00 - 1,000.00
540-45200-523906 H. C. COLL. FEE 10,000.00 - 5,000.00 - 5,000.00 - 5,000.00
540-45200-523930 DRUG TESTING, VACCINES 500.00 - 500.00 - 500.00 - 500.00
540-45200-523940 POSTAGE 12,500.00 - 13,000.00 - 15,000.00 5,281.99 15,000.00
540-45200-523990 LANDFILL FEES 520,000.00 643,770.99 500,000.00 872,422.16 935,000.00 474,656.96 1,200,000.00
540-45200-523991 Sanitation Collections Outsourcing 1,300,000.00 1,071,094.81 1,200,000.00 1,124,421.68 1,700,000.00 720,367.74 1,700,000.00
540-45200-524000 SWMP COST JT. HC AND CITY 2,000.00 25,470.47 2,000.00 39,807.84 2,000.00 1,192.99 2,000.00
540-45200-531110 COMPUTER EXPENSE 7,500.00 6,070.32 6,500.00 - 6,500.00 - -
540-45200-531130 OFFICE SUPPLIES 500.00 - 500.00 - 500.00 67.12 500.00
540-45200-531140 SUPPLIES & MATERIALS 3,000.00 - 2,000.00 - 2,000.00 - 2,000.00
540-45200-531240 ENERGY-BOTTLED GAS 5,000.00 - - - 4,000.00 - -
540-45200-531270 ENERGY-GASOLINE/DIESEL - 1,272.76 4,000.00 1,155.63 4,000.00 3,444.54 4,000.00
540-45200-531704 OTHER SUPPLIES 1,000.00 - 1,000.00 60.61 - - -
540-45200-531740 TIRE EXPENSE 3,000.00 1,196.32 3,000.00 - 3,000.00 - 3,000.00
540-45200-531750 UNIFORMS 2,000.00 1,067.91 2,000.00 - 2,000.00 1,218.39 2,000.00
540-45200-542400 COMPUTER SOFTWARE 4,000.00 3,581.30 5,000.00 3,939.42 5,000.00 5,000.00 -
540-45200-561000 DEPRECIATION 34,000.00 14,972.75 20,000.00 14,948.10 25,000.00 - 25,000.00
540-45200-611401 TRANSFER TO/FROM GF - - - - - -
Division: 45200 - SANITATION SOLID WASTE COLLECTION Total: 2,109,716.28 1,878,933.81 1,922,192.23 2,166,585.54 2,860,309.84 1,281,334.36 3,095,321.00

Division: 90000 - OTHER FINANCING USES Total: - - - - - -

Fund: 540 - SANITATION SOLID WASTE COLLECTION Total: 2,112,232.98 1,884,866.05 1,922,192.23 2,176,145.85 2,860,309.84 2,701,124.59 3,095,321.00

137
Budget Worksheet

Fund: 555 - MERLE MANDERS CONFERENCE CENTER

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
51 Personnel Services 501,594.07 456,905.08 544,207.36 244,921.48 525,512.00
52 Purchased / Contracted Services 36,903.09 87,545.07 61,300.00 23,398.82 56,550.00
53 Supplies 42,709.99 56,657.83 52,600.00 20,739.49 52,600.00
54 Capital Outlays (106,696.50) 82,324.08 17,250.00 12,790.85 71,250.00
57 Other Cost (2,135,338.27) 83,600.07 56,766.78 - -

Total Budget (1,660,827.62) 767,032.13 732,124.14 301,850.64 705,912.00

138
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
555-15650-511100 REGULAR EMPL. SALARIES 287,716.47 279,065.22 266,798.24 278,132.64 293,207.36 145,631.34 290,512.00
555-15650-511300 OVERTIME 2,000.00 5,971.06 3,520.30 3,520.30 2,000.00 2,886.87 2,000.00
555-15650-512100 GRP INSRNC MEDICAL/DENTAL 185,511.27 148,384.37 133,201.55 127,994.77 168,000.00 62,229.09 168,000.00
555-15650-512110 GROUP INSURANCE LIFE 3,420.00 965.04 1,025.22 1,025.22 3,500.00 614.37 3,500.00
555-15650-512111 GROUP INSURANCE VISION 757.00 663.16 572.69 572.69 1,000.00 273.61 1,000.00
555-15650-512200 MEDICARE 1.45% 4,560.00 3,804.72 3,780.43 3,858.97 4,500.00 2,082.72 4,500.00
555-15650-512401 RETIREMENT CONTRIBUTIONS 30,500.00 56,839.09 49,696.15 37,663.40 50,000.00 28,480.55 50,000.00
555-15650-512600 UNEMPLOYMENT INSURANCE 8,400.00 - - - 8,000.00 - -
555-15650-512700 WORKER'S COMPENSATION 7,920.00 5,901.41 4,137.09 4,137.09 8,000.00 2,722.93 -
555-15650-512850 HRA REIMBURSEMENT 6,000.00 - - - 6,000.00 - 6,000.00
555-15650-521201 PROFESSIONAL FEES - 1,550.00 2,189.99 3,250.00 1,550.00 450.00 1,550.00
555-15650-521340 WEB-SITE 1,000.00 545.00 900.00 900.00 - - -
555-15650-522200 REPAIRS & MAINTENANCE 25,000.00 78.75 930.01 2,693.13 3,500.00 2,725.00 3,500.00
555-15650-522210 MAINTENANCE AGREEMENTS 3,500.00 228.65 - - 500.00 - 500.00
555-15650-522230 EQUIPMENT REPAIRS 3,000.00 - 100.00 100.00 - 219.99 -
555-15650-522251 AUTO EXPENSE 3,000.00 - 1,466.88 12,879.68 - - -
555-15650-522320 RENTAL OF EQUIP & VEHICLE 3,000.00 1,866.51 4,304.40 3,971.62 3,000.00 - 3,000.00
555-15650-522341 COPIER RENTAL 2,000.00 3,244.21 2,208.72 2,208.72 3,500.00 1,288.42 -
555-15650-523245 CBEYOND COMMUNICATIONS 7,000.00 10,792.56 10,965.77 10,965.77 11,000.00 6,392.60 -
555-15650-523300 Advertising - - - - 4,000.00 500.00 7,000.00
555-15650-523400 PRINTING & BINDING 500.00 199.04 1,266.61 1,442.74 3,500.00 1,072.20 3,500.00
555-15650-523500 TRAVEL 3,000.00 - 2,500.00 2,500.00 3,000.00 - 3,000.00
555-15650-523600 DUES & FEES 700.00 1,211.00 1,147.25 1,147.25 1,200.00 441.74 1,200.00
555-15650-523700 EDUCATION & TRAINING 3,500.00 9,667.68 150.00 150.00 3,500.00 - 3,500.00
555-15650-523850 Personnel Services 35,000.00 3,687.50 41,020.50 27,123.30 10,000.00 3,326.87 15,000.00
555-15650-523851 CLIENT EVENT ATTENDANT - 1,834.25 20,176.45 16,032.33 3,000.00 5,951.00 2,000.00
555-15650-523902 MERCHANT FEES CREDIT CARD 2,550.00 70.00 358.07 358.07 2,550.00 - 2,550.00
555-15650-523933 LINEN 6,000.00 1,927.94 1,737.50 1,737.50 7,000.00 1,011.00 10,000.00
555-15650-523940 POSTAGE 250.00 - 84.96 84.96 500.00 20.00 250.00
555-15650-531130 OFFICE SUPPLIES 2,500.00 2,843.03 2,149.51 2,149.51 3,000.00 132.34 3,000.00
555-15650-531140 SUPPLIES & MATERIALS 4,000.00 1,895.95 4,064.76 4,210.02 2,000.00 606.80 2,000.00
555-15650-531142 HAND TOOLS & SMALL EQUIP. 1,000.00 89.69 3,505.32 3,505.32 5,000.00 36.91 5,000.00
555-15650-531213 NATURAL GAS 2,500.00 5,282.81 5,172.97 5,172.97 5,300.00 2,568.23 5,300.00
555-15650-531232 GEORGIA POWER 25,000.00 23,009.04 26,505.07 26,794.70 25,000.00 14,930.04 25,000.00
555-15650-531271 FUEL 600.00 3,918.70 5,589.23 5,589.23 4,000.00 2,309.93 4,000.00
555-15650-531708 FOOD AND BEVERAGE 2,500.00 73.90 309.60 309.60 500.00 21.34 500.00
555-15650-531710 CHRISTMAS DECORATIONS 5,000.00 4,350.00 7,260.00 7,260.00 5,000.00 - 5,000.00
555-15650-531720 SIGNS - - - - 1,500.00 - 1,500.00
555-15650-531740 TIRE EXPENSE 1,000.00 - - 463.68 - -
555-15650-531750 UNIFORMS 1,000.00 1,246.87 1,680.06 1,202.80 1,300.00 133.90 1,300.00
555-15650-541200 SITE IMPROVEMENTS 150,000.00 (106,696.50) 5,177.79 38,482.00 - 12,260.86 -
555-15650-542200 VEHICLES - - 35,765.04 35,765.04 - - -
555-15650-542300 FURNITURE & FIXTURES 3,500.00 - 3,009.70 3,009.70 5,000.00 - 5,000.00
555-15650-542400 Computer Software 4,000.00 - (3,989.63) 4,720.37 10,000.00 - - -
555-15650-542500 EQUIPMENT 2,250.00 - 346.97 346.97 2,250.00 529.99 2,250.00
555-15650-542502 MISCELLANEOUS - - - - - - 64,000.00
555-15650-561000 DEPRECIATION 40,000.00 83,845.83 40,000.00 83,600.07 56,766.78 - -
555-15650-575000 LOSS ON DISPOSAL OF ASSETS - (2,219,184.10) - - - -
555-15650-611200 TRANSFER GF AND MMCC - - - - - -
Division: 15650 - GOVERNMENT BUILDINGS/PROPERTY Total: 902,634.74 (1,660,325.20) 690,785.17 767,032.13 732,124.14 301,850.64 705,912.00

Fund: 555 - MERLE MANDERS CONFERENCE CENTER Total: 902,634.74 (1,660,325.20) 690,785.17 767,032.13 732,124.14 301,850.64 705,912.00

139
Budget Worksheet

Fund: 565 - AMPHITHEATER

FY 2022 FY 2023 FY 2024 FY 2025
ACTUAL ACTUAL BUDGET FY 2024 YTD PROPOSED
52 Purchased / Contracted Services 2,428,108.15 426,284.22 1,682,500.00 134,817.62 2,494,000.00
53 Supplies 74,433.28 176,466.39 152,500.00 82,284.47 101,000.00
54 Capital Outlays 1,602,488.88 52,964.13 165,000.00 8,338.34 5,000.00
61 Other Financing Sources 714,931.99 1,118,135.95 - - -

Total Budget 4,819,962.30 1,773,850.69 2,000,000.00 225,440.43 2,600,000.00

140
FY 2022 FY 2022 FY 2023 FY 2023 FY 2024 FY 2024 FY 2025
Account Number Account Description BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL PROPOSED
565-61800-521100 CONSULTANT FEES 41,000.00 20,000.00 145,150.00 16,150.00 180,000.00 - 180,000.00
565-61800-521201 PROFESSIONAL FEES 5,000.00 2,435.00 12,031.75 12,031.75 30,000.00 - 30,000.00
565-61800-521204 ENTERTAINMENT/TALENT FEE - 2,155,850.00 900,000.00 9,505.32 900,000.00 - 1,200,000.00
565-61800-521205 PRODUCTION SERVICES - - 122,021.44 122,021.44 250,000.00 16,286.80 405,000.00
565-61800-521206 SECURITY - 12,755.00 - - - - 275,000.00
565-61800-521207 USHER/BOX OFFICE - - - - 22,500.00 171.84 22,500.00
565-61800-521300 TECHNICAL SERVICES 8,325.00 10,575.00 13,890.00 11,870.00 30,000.00 4,025.00 30,000.00
565-61800-521310 SOFTWARE - 17,626.88 - - - - -
565-61800-522210 MAINTENANCE AGREEMENTS 15,010.17 5,617.46 27,942.97 12,139.11 25,000.00 8,390.13 25,000.00
565-61800-522219 LANDSCAPING 70,155.00 70,155.00 74,841.98 74,220.00 75,000.00 43,295.00 75,000.00
565-61800-522220 MAINTENANCE & CLEANING 10,000.00 16,807.15 15,905.25 13,750.76 20,000.00 8,110.79 45,000.00
565-61800-522230 EQUIPMENT REPAIRS 10,000.00 1,937.00 60,657.70 3,779.93 10,000.00 4,016.67 10,000.00
565-61800-522320 RENTAL OF EQUIP & VEHICLE 30,557.27 64,713.33 30,000.00 80,092.59 40,000.00 6,724.12 40,000.00
565-61800-523240 AT&T CLUB SERVICE 10,000.00 9,180.77 10,371.07 10,371.07 10,000.00 6,503.40 -
565-61800-523300 ADVERTISING - 6,740.08 51,852.25 60,352.25 40,000.00 35,454.03 140,000.00
565-61800-523310 PUBLIC NOTICE - - - - - - -
565-61800-523850 PERSONNEL SERVICES 26,241.64 33,715.48 - - 50,000.00 1,839.84 50,000.00
565-61800-531110 COMPUTER EXPENSE - - - - - - -
565-61800-531140 SUPPLIES & MATERIALS 10,000.00 19,723.63 40,623.28 39,358.28 40,000.00 4,384.20 40,000.00
565-61800-531143 SECURITY UPGRADES 15,000.00 261.33 40,099.99 26,816.43 51,500.00 18,190.79 -
565-61800-531211 NATURAL GAS 974.12 1,345.10 1,312.68 1,312.68 1,000.00 321.84 1,000.00
565-61800-531222 GA POWER ELECTRICITY 27,973.48 53,103.22 101,969.00 101,969.00 50,000.00 59,325.32 16,500.00
565-61800-531233 STREET LIGHTS, OUTSIDE 10,000.00 - - - 10,000.00 - 10,000.00
565-61800-531270 ENERGY-GASOLINE/DIESEL - - - - - - -
565-61800-531700 MISCELLANEOUS - - - - - - -
565-61800-531701 HOSPITALITY/FOOD BEVERAGE - - 3,725.00 3,725.00 - 62.32 -
565-61800-531707 ENTERTAINMENT - - 3,285.00 3,285.00 - - -
565-61800-541300 BUILDING IMPROVEMENTS 50,000.00 1,330,539.00 50,000.00 33,643.49 50,000.00 6,895.00 -
565-61800-541416 CONSTRUCTION COSTS 94,763.32 - 50,000.00 - 50,000.00 - -
565-61800-542300 FURNITURE & FIXTURES 5,000.00 204,777.33 1,888.34 1,888.34 5,000.00 - 5,000.00
565-61800-542500 EQUIPMENT 10,000.00 67,172.55 17,432.30 17,432.30 60,000.00 1,443.34
565-61800-561000 DEPRECIATION - 714,931.99 - 618,135.95 - - -
Division: 61800 - AMPHITHEATER Total: 450,000.00 4,819,962.30 1,775,000.00 1,273,850.69 2,000,000.00 225,440.43 2,600,000.00

565-90000-611300 TRANSFER TO GENERAL FUND - - - 500,000.00 - - -
565-90000-611500 TRANSFER TO SPLOST IV - - - - - - -
Division: 90000 - OTHER FINANCING USES Total: - - - 500,000.00 - - -

Fund: 565 - AMPHITHEATER COMPLEX Total: 450,000.00 4,819,962.30 1,775,000.00 1,773,850.69 2,000,000.00 225,440.43 2,600,000.00

141
CAPITAL IMPROVEMENT PLAN

142
CAPITAL IMPROVEMENT SUMMARY
Department Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

Public Works LMIG Resurface City Streets $ 2,200,000 $ 2,200,000 $ 2,200,000 $ 2,200,000 $ 8,800,000 SPLOST, TSPLOST, GDOT
Public Works Sidewalk Maintenance Program Maintain City Sidewalks $ 300,000 $ 300,000 $ 300,000 $ 300,000 $ 1,200,000 SPLOST/TSPLOST
Public Works Old Atlanta Road Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Public Works Davidson PKWY Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Public Works Tye Street Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Public Works Peach Drive Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Public Works Neighborhood Project Stormwater and Street Widening Project $ 2,500,000 $ - $ - $ - $ 2,500,000 TSPLOST
Public Works Davis Road Sidewalk Project Sidewalk and Curb and Gutter $ - $ 2,500,000 $ - $ - $ 2,500,000 TSPLOST
Public Works Reeves Creek Trail Extension Trail System Enhancement $ 2,800,000 $ - $ - $ - $ 2,800,000 TSPLOST
Public Works Brush Creek Trail Trail System Enhancement $ - $ 2,400,000 $ - $ - $ 2,400,000 TSPLOST
Public Works MLK, SR Heritage Trail Spur Trail Trail System Enhancement $ - $ - $ 425,000 $ - $ 425,000 TSPLOST
Public Works MLK, SR Heritage Trail Green Front Café Trail System Enhancement $ - $ - $ 355,000 $ - $ 355,000 TSPLOST
Public Works Continuation of MLK, SR Heritage Trail Trail System Enhancement $ - $ - $ 625,000 $ - $ 625,000 TSPLOST
Public Works Trail Head Location With Reeves Creek Trail & MLK, SR Trail System Enhancement $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Public Works Country Club Drive Traffic and Safety Enhancements $ - $ 1,000,000 $ - $ - $ 1,000,000 TSPLOST
Public Works Burke Street Sidewalks/Pedestrain Improvements Trail System Enhancement $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Public Works Love Street Sidewalks/Pedestrain Improvements Trail System Enhancement $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Public Works Walt Stephens Trail Trail System Enhancement $ - $ - $ - $ 3,000,000 $ 3,000,000 TSPLOST
Public Works Downtown Pedestrain Bridge Walkability $ - $ 800,000 $ - $ - $ 800,000 TSPLOST
Public Works Campground Road Sidewalk Install Sidewalks $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Public Works Hudson Bridge RD/Eagle Landing PKWY Road Resurfacing $ 489,982 $ - $ - $ - $ 489,982 TSPLOST
Public Works Rock Quarry Road Extension Road Enhancement $ - $ - $ 2,000,000 $ - $ 2,000,000 TSPLOST
Public Works Rock Quarry Road Widening Road Enhancement $ - $ 4,000,000 $ - $ - $ 4,000,000 TSPLOST
Public Works Paving Program Road Enhancement $ - $ - $ - $ - $ - General Fund
Public Works Sidewalk Program Maintain City Sidewalks $ - $ - $ - $ - $ - General Fund
Public Works Vehicles Vehicle Replacement $ - $ - $ - $ - $ - General Fund
Public Works Computer Software Maintenance Work Order System $ - $ - $ - $ - $ - General Fund
Public Works Equipment Equipment Replacement $ - $ - $ - $ - $ - General Fund

Gov Bldg & Prop Maintenance Shop Renovation Employee Safety and Health $ 4,000,000 $ - $ - $ - $ 4,000,000 SPLOST
Gov Bldg & Prop Vehicles Vehicle Replacement $ - $ - $ - $ - $ - General Fund
Gov Bldg & Prop Computer Software Maintenance Work Order System $ - $ - $ - $ - $ - General Fund
Gov Bldg & Prop Equipment Equipment Replacement $ - $ - $ - $ - $ - General Fund

Parks Transfer Station Decommissioning Additional Parking for Memorial Park $ 50,000 $ - $ - $ - $ 50,000 SPLOST
Parks Gardner Park Land Acquisition Increase Park Size for Parking $ - $ 395,000 $ - $ - $ 395,000 SPLOST
Parks Reeves Creek Trail Restrooms Add Restrooms $ - $ - $ - $ - $ - SPLOST
Parks Eagles Landing Park Land Acquisition New Park $ - $ - $ 540,000 $ - $ 540,000 SPLOST
Parks Clark Park Stream Restoration Repair Brush Creek Bank $ 125,000 $ 614,386 $ - $ - $ 739,386 SPLOST
Parks Walt Stephens Area Land Acquisition New Park $ - $ - $ - $ 390,000 $ 390,000 SPLOST
Park Memerial Park Improvements Reconfiguring park layout SPLOST
Parks N Henry BLVD Land Acquisition New Park $ - $ - $ - $ 390,000 $ 390,000 SPLOST

Utilities in Conflict With GDOT Widening
Water SR 138/142 Utility Relocation GDOT Project SPLOST
$ - $ 735,000 $ - $ - $ 735,000
Water Water System Improvements Redundancy $ - $ - $ - $ - $ - SPLOST
Water Water Service Line Replacement Replace Defective Service Lines $ 655,000 $ - $ - $ - $ 655,000 SPLOST
Water Lead & Copper Service Line Inventory/Replacement Comply With Safe Drinking Water Act $ - $ - $ - $ - $ - SPLOST/Grant

Sewer Clay Pipe Replacement Reduce inflow and infiltration $ 1,677,000 $ 4,774,000 $ 3,569,000 $ 3,182,000 $ 13,202,000 SPLOST/Grants
Replace Equipment that has Exceeded its
Sewer Pineview Liftstation and Walter Way Force Main Serviceable Life SPLOST/Grants
Replace Equipment that has Exceeded its
Sewer Walter Way and Memorial Park Liftstation Rehabilitation Serviceable Life SPLOST/Grants
Replace Equipment that has Exceeded its
Sewer Northbridge Station Sanitary Sewer Rehabilitation Serviceable Life SPLOST/Grants
$ - $ - $ 2,030,100 $ - $ 2,030,100

Storm Water Stormwater Maintenance Program MS-4 Permit Requirement $ 400,000 $ 400,000 $ 400,000 $ 400,000 $ 1,600,000 SPLOST

Renovation of the Municipal Court building's
1st floor to add workspace for add'l court
staff, secure detention cell, modify judge's
bench, modify existing work area for optimal
Courts Court Renovation efficiency $ - $ - $ - $ - $ - General Fund

Police 2023 Ford Interceptor Vehicle Program $ - $ 748,000 $ 3,740,000 $ 972,400 $ 5,460,400 General Fund
Police Gate Repairs Gate Repair $ 50,000 $ - $ - $ - $ 50,000 General Fund
Police Flock Cameras Equipment $ 43,750 $ - $ - $ - $ 43,750 General Fund
Police PD Roof Replacement Equipment $ - $ - $ - $ - $ - General Fund
Police Technology Trailer Equipment $ - $ - $ - $ - $ - General Fund
Police City-Wide Surveillance Cameras Equipment $ 125,000 $ 150,000 $ - $ - $ 275,000 General Fund
Exterior structure to hold and process vehicles
in inclement weather and to store vehicles,
equipment and other items that cannot be
Police Exterior Car Port/Storage Building for Police Headquarters stored in the elements. $ 60,000 $ - $ - $ - $ 60,000 General Fund

Total Proposed Capital $ 15,475,732 $ 21,016,386 $ 18,184,100 $ 10,834,400 $ 65,510,618
Funding Source(s)
General Fund $ 278,750 $ 898,000 $ 3,740,000 $ 972,400 $ 5,889,150
Fund Balance $ - $ - $ - $ - $ -
GDOT $ - $ - $ - $ - $ -
TSPLOST $ 5,789,982 $ 10,700,000 $ 5,405,000 $ 3,000,000 $ 24,894,982
SPLOST $ 4,830,000 $ 1,744,386 $ 540,000 $ 780,000 $ 7,894,386
COMBINATION $ 4,577,000 $ 7,674,000 $ 8,499,100 $ 6,082,000 $ 26,832,100
Total Proposed $ 15,475,732 $ 21,016,386 $ 18,184,100 $ 10,834,400 $ 65,310,618

143
Police Five Year
Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

2023 Ford Interceptor Vehicle Program $ - $ 748,000 $ 3,740,000 $ 972,400 $ 5,460,400 General Fund
Gate Repairs Gate Repair $ 50,000 $ 50,000 General Fund
Flock Cameras Equipment $ 43,750 $ 43,750 General Fund
PD Roof Replacement Equipment $ - $ - General Fund
Technology Trailer Equipment $ - $ - General Fund
City-Wide Surveillance Cameras Equipment $ 125,000 $ 150,000 $ 275,000 General Fund

Exterior structure to hold and process vehicles in
Exterior Car Port/Storage Building inclement weather and to store vehicles, equipment and
for Police Headquarters other items that cannot be stored in the elements. $ 60,000 $ 60,000 General Fund
Total Proposed Expenditures $ 278,750 $ 898,000 $ 3,740,000 $ 972,400 $ 5,889,150
Funding Source
General Fund $ 278,750 $ 898,000 $ 3,740,000 $ 972,400 $ 5,889,150
Total Proposed Funding Source $ 278,750 $ 898,000 $ 3,740,000 $ 972,400 $ 5,889,150

144
Public Works Five Year
Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

LMIG Resurface City Streets $ 2,200,000 $ 2,200,000 $ 2,200,000 $ 2,200,000 $ 8,800,000 SPLOST, TSPLOST, GDOT
Sidewalk Maintenance Program Maintain City Sidewalks $ 300,000 $ 300,000 $ 300,000 $ 300,000 $ 1,200,000 SPLOST/TSPLOST
Old Atlanta Road Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Davidson PKWY Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Tye Street Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Peach Drive Sidewalk Install Sidewalks $ - $ - $ - $ - $ - TSPLOST
Stormwater and Street Widening Project
Neighborhood Project TSPLOST
$ 2,500,000 $ - $ - $ - $ 2,500,000
Davis Road Sidewalk Project Sidewalk and Curb and Gutter $ - $ 2,500,000 $ - $ - $ 2,500,000 TSPLOST
Reeves Creek Trail Extension Trail System Enhancement $ 2,800,000 $ - $ - $ - $ 2,800,000 TSPLOST
Brush Creek Trail Trail System Enhancement $ - $ 2,400,000 $ - $ - $ 2,400,000 TSPLOST
MLK, SR Heritage Trail Spur Trail Trail System Enhancement $ - $ - $ 425,000 $ - $ 425,000 TSPLOST
MLK, SR Heritage Trail Green Front Café Trail System Enhancement $ - $ - $ 355,000 $ - $ 355,000 TSPLOST
Continuation of MLK, SR Heritage Trail Trail System Enhancement $ - $ - $ 625,000 $ - $ 625,000 TSPLOST
Trail Head Location With Reeves Creek Trail & MLK, SR Trail System Enhancement $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Country Club Drive Traffic and Safety Enhancements $ - $ 1,000,000 $ - $ - $ 1,000,000 TSPLOST
Burke Street Sidewalks/Pedestrain Improvements Trail System Enhancement $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Love Street Sidewalks/Pedestrain Improvements Trail System Enhancement $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Walt Stephens Trail Trail System Enhancement $ - $ - $ - $ 3,000,000 $ 3,000,000 TSPLOST
Downtown Pedestrain Bridge Walkability $ - $ 800,000 $ - $ - $ 800,000 TSPLOST
Campground Road Sidewalk Install Sidewalks $ - $ - $ 500,000 $ - $ 500,000 TSPLOST
Hudson Bridge RD/Eagle Landing PKWY Road Resurfacing $ 489,982 $ - $ - $ - $ 489,982 TSPLOST
Rock Quarry Road Extension Road Enhancement $ - $ - $ 2,000,000 $ - $ 2,000,000 TSPLOST
Rock Quarry Road Widening Road Enhancement $ - $ 4,000,000 $ - $ - $ 4,000,000 TSPLOST
Paving Program Road Enhancement $ - $ - $ - $ - $ - General Fund
Sidewalk Program Maintain City Sidewalks $ - $ - $ - $ - $ - General Fund
Vehicles Vehicle Replacement $ - $ - $ - $ - $ - General Fund
Computer Software Maintenance Work Order System $ - $ - $ - $ - $ - General Fund
Equipment Equipment Replacement $ - $ - $ - $ - $ - General Fund

Total Proposed Expenditures $ 8,289,982 $ 13,200,000 $ 7,905,000 $ 5,500,000 $ 34,894,982
Funding Source COMBINATION $ 2,500,000 $ 2,500,000 $ 2,500,000 $ 2,500,000 $ 10,000,000
General Fund $ - $ - $ - $ - $ -
TSPLOST $ 5,789,982 $ 10,700,000 $ 5,405,000 $ 3,000,000 $ 24,894,982
SPLOST, TSPLOST, GDOT Total Proposed Funding Source $ 8,289,982 $ 13,200,000 $ 7,905,000 $ 5,500,000 $ 34,894,982

145
Government Bldg & Property Five Year
Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

Maintenance Shop Renovation Employee Safety and Health $ 4,000,000 $ - $ - $ - $ 4,000,000 SPLOST
Vehicles Vehicle Replacement General Fund
Computer Software Maintenance Work Order System General Fund
Equipment Equipment Replacement General Fund

Total Proposed Expenditures $ 4,000,000 $ - $ - $ - $ 4,000,000
Funding Source General Fund $ - $ - $ - $ - $ -
SPLOST $ 4,000,000 $ - $ - $ - $ 4,000,000
SPLOST Total Proposed Funding Source $ 4,000,000 $ - $ - $ - $ 4,000,000

146
Parks Five Year
Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

Transfer Station Decommissioning Additional Parking for Memorial Park $ 50,000 $ - $ - $ - $ 50,000 SPLOST
Gardner Park Land Acquisition Increase Park Size for Parking $ - $ 395,000 $ - $ - $ 395,000 SPLOST
Reeves Creek Trail Restrooms Add Restrooms $ - $ - $ - $ - $ - SPLOST
Eagles Landing Park Land Acquisition New Park $ - $ - $ 540,000 $ - $ 540,000 SPLOST
Clark Park Stream Restoration Repair Brush Creek Bank $ 125,000 $ 614,385 $ - $ - $ 739,385 SPLOST
Walt Stephens Area Land Acquisition New Park $ - $ - $ - $ 390,000 $ 390,000 SPLOST
Memorial Park Improvement Reconfirguring Park Layout SPLOST
N Henry BLVD Land Acquisition New Park $ - $ - $ - $ 390,000 $ 390,000 SPLOST

Total Proposed Expenditures $ 175,000 $ 1,009,385 $ 540,000 $ 780,000 $ 2,504,385
Funding Source $ - $ - $ - $ - $ -
$ 175,000 $ 1,009,385 $ 540,000 $ 780,000 $ 2,504,385
SPLOST Total Proposed Funding Source $ 175,000 $ 1,009,385 $ 540,000 $ 780,000 $ 2,504,385

147
Water Five Year
Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

SR 138/142 Utility Relocation GDOT Utilities in Conflict With GDOT Widening Project $ - $ 735,000 $ - $ - $ 735,000 SPLOST
Water System Improvements Redundancy $ - $ - $ - $ - $ - SPLOST
Water Service Line Replacement Replace Defective Service Lines $ 655,000 $ - $ - $ - $ 655,000 SPLOST
Lead & Copper Service Line Inventory/Replacement Comply With Safe Drinking Water Act $ - $ - $ - $ - $ - SPLOST/Grant

Total Proposed Expenditures $ 655,000 $ 735,000 $ - $ - $ 1,390,000
Funding Source $ - $ - $ - $ - $ -
$ 655,000 $ 735,000 $ - $ - $ 1,390,000
SPLOST/Grant Total Proposed Funding Source $ 655,000 $ 735,000 $ - $ - $ 1,390,000

148
Sewer Five Year
Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

Clay Pipe Replacement Reduce inflow and infiltration $ 1,677,000 $ 4,774,000 $ 3,569,000 $ 3,182,000 $ 13,202,000 SPLOST/Grants/Budget
Replace Equipment that has Exceeded its
Pineview Liftstation and Walter Way Force Main SPLOST/Grants/Budget
Serviceable Life $ - $ - $ - $ - $ -
Replace Equipment that has Exceeded its
Walter Way and Memorial Park Liftstation Rehabilitation SPLOST/Grants/Budget
Serviceable Life $ - $ - $ - $ - $ -
Replace Equipment that has Exceeded its
Northbridge Station Sanitary Sewer Rehabilitation SPLOST/Grants/Budget
Serviceable Life $ - $ - $ 2,030,100 $ - $ 2,030,100

Total Proposed Expenditures $ 1,677,000 $ 4,774,000 $ 5,599,100 $ 3,182,000 $ 15,232,100
Funding Source $ - $ - $ - $ - $ -
SPLOST/Grants/Budget $ 1,677,000 $ 4,774,000 $ 5,599,100 $ 3,182,000 $ 15,232,100
Total Proposed Funding Source $ 1,677,000 $ 4,774,000 $ 5,599,100 $ 3,182,000 $ 15,232,100

149
Storm Water Five Year
Requested Item/Project Justification FY2025 FY2026 FY2027 FY2028 Total Funding Source

Stormwater Maintenance Program MS-4 Permit Requirement $ 400,000 $ 400,000 $ 400,000 $ 400,000 $ 1,600,000 SPLOST/Budget

Total Proposed Expenditures $ 400,000 $ 400,000 $ 400,000 $ 400,000 $ 1,600,000
Funding Source $ - $ - $ - $ - $ -
$ 400,000 $ 400,000 $ 400,000 $ 400,000 $ 1,600,000
SPLOST/Budget Total Proposed Funding Source $ 400,000 $ 400,000 $ 400,000 $ 400,000 $ 1,600,000

150
Courts Five Year
Requested Item/Project Justification FY2024 FY2025 FY2026 FY2027 FY2028 Total Funding Source

Renovation of the Municipal Court building's 1st
floor to add workspace for add'l court staff, secure
Court Renovation General Fund
detention cell, modify judge's bench, modify existing
work area for optimal efficiency $ 94,736 $ 94,736

Total Proposed Expenditures $ 94,736 $ - $ - $ - $ - $ 94,736
Funding Source $ 94,736 $ - $ - $ - $ - $ 94,736
Total Proposed Funding Source $ 94,736 $ - $ - $ - $ - $ 94,736

151
APPENDIX

152
DEPARTMENT REPORTS TO CLASS TITLE Pay Grade Min Mid Max
Executive City Manager Receptionist 101 $ 31,200.31 $ 39,780.39 $ 48,360.47
MMCC Conference Center Manager MMCC Public Works Technician 102 $ 32,760.32 $ 41,769.41 $ 50,778.50
Public Works PW Operations Manager Public Works Technician 102 $ 32,760.32 $ 41,769.41 $ 50,778.50
Public Works PW Operations Manager Public Works Equipment Operator 102 $ 32,760.32 $ 41,769.41 $ 50,778.50
Unassigned Unassigned Unassigned 103 $ 34,398.00 $ 43,858.00 $ 53,317.00
Police Police Administrative Manager Records Clerk/TAC 104 $ 36,118.25 $ 46,050.77 $ 55,983.29
Sanitation Utility Billing Supervisor Utility Billing Clerk 104 $ 36,118.25 $ 46,050.77 $ 55,983.29
Sewer Utility Billing Supervisor Utility Billing Clerk 104 $ 36,118.25 $ 46,050.77 $ 55,983.29
Sewer Wastewater Superintendent Wastewater Collections Operator I 104 $ 36,118.25 $ 46,050.77 $ 55,983.29
Sewer Wastewater Superintendent Wastewater Systems Operator I 105 $ 37,924.17 $ 48,353.31 $ 58,782.46
Sewer Wastewater Superintendent Wastewater Technician I 105 $ 37,924.17 $ 48,353.31 $ 58,782.46
Water Water Systems Superintendent Water Systems Technician I 105 $ 37,924.17 $ 48,353.31 $ 58,782.46
Various Various Administrative Assistant 106 $ 39,820.37 $ 50,770.98 $ 61,721.58
Municipal Court Court Clerk/Administrator Assistant Court Clerk 1 (reclass of Adm. Asst) 106 $ 39,820.37 $ 50,770.98 $ 61,721.58 reclass
Public Works Public Works Operations Manager Facility Maintenance Technician 106 $ 39,820.37 $ 50,770.98 $ 61,721.58
Public Works Public Works Operations Manager Mechanic 106 $ 39,820.37 $ 50,770.98 $ 61,721.58
Public Works Water Superintendent AMI Infrastructure Technician 106 $ 39,820.37 $ 50,770.98 $ 61,721.58 new
Stormwater Stormwater Supervisor Stormwater Technician 106 $ 39,820.37 $ 50,770.98 $ 61,721.58
Administration Accounting Manger Accounts Payable Clerk 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Business Services Business Services Supervisor Occupational Tax Clerk 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Administration Procurement Manager Procurement Coordinator 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Public Works General Maintenance Supervisor Public Works Crew Leader 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Sewer Wastewater Superintendent Wastewater Systems Operator II 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Information Technology IT Director IT Technician/Help Desk 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Water Water Superintendent Water Systems Technician II 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Permitting Chief Building Official Permit Technician 107 $ 41,811.39 $ 53,309.53 $ 64,807.66
Code Enforcement Police Captain Code Enforcement Officer 108 $ 43,901.96 $ 55,975.00 $ 68,048.04
Main Street Main Street Manager Downtown Dev. Marketing Specialist 108 $ 43,901.96 $ 55,975.00 $ 68,048.04
Police/Administration Captain/City Mgr Office Multimedia Specialist 108 $ 43,901.96 $ 55,975.00 $ 68,048.04 new
Police Police Administrative Manager Records Coordinator/TAC 108 $ 43,901.96 $ 55,975.00 $ 68,048.04
Police Police Sergeant Public Safety Officer 108 $ 43,901.96 $ 55,975.00 $ 68,048.04
Water Water Superintendent Water Systems Technician III 108 $ 43,901.96 $ 55,975.00 $ 68,048.04
Permitting Community Development Director Building Permit Coordinator 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Business Services Community Development Director Business Services Supervisor 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Police Police Sergeant Property & Evidence Custodian 109 $ 46,536.08 $ 59,333.50 $ 72,130.92

DEPARTMENT REPORTS TO CLASS TITLE Pay Grade Min Mid Max
MMCC Conference Center Manager Conference Center Coordinator 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
MMCC Conference Center Manager Events Coordinator 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Municipal Court Court Clerk/Administrator Deputy Court Clerk 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Human Resources Human Resources Director Human Resources Coordinator 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Administration Treasurer/Finance Director Payroll Specialist 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Administration Accounting Manager Property Tax Specialist 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Police Police Sergeant Police Officer 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
City Clerk City Clerk Records Coordinator 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Water Treasurer/Finance Director Utility Billing Clerk Supervisor 109 $ 46,536.08 $ 59,333.50 $ 72,130.92
Police Police Sergeant Detective 110 $ 49,328.24 $ 62,893.51 $ 76,458.78
Executive City Manager Executive Assistant to City Manager 110 $ 49,328.24 $ 62,893.51 $ 76,458.78
Police Police Chief Executive Assistant to Chief of Police 110 $ 49,328.24 $ 62,893.51 $ 76,458.78

153
Governing Body Mayor & Council Executive Assistant to Mayor & Council 110 $ 49,328.24 $ 62,893.51 $ 76,458.78
Economic Development Economic Development Director Executive Assistant 110 $ 49,328.24 $ 62,893.51 $ 76,458.78 reclass
Planning Senior Planner GIS Analyst 110 $ 49,328.24 $ 62,893.51 $ 76,458.78
Police Police Sergeant Senior Crime Scene Investigator 110 $ 49,328.24 $ 62,893.51 $ 76,458.78
Police Police Sergeant Senior Police Officer 110 $ 49,328.24 $ 62,893.51 $ 76,458.78
Administration Accounting Manager Accountant 1 111 $ 52,287.94 $ 66,667.12 $ 81,046.31
Police Police Captain Accountant 1 111 $ 52,287.94 $ 66,667.12 $ 81,046.31
City Clerk City Clerk Deputy City Clerk 111 $ 52,287.94 $ 66,667.12 $ 81,046.31
Public Works Public Works Director Administrative Analyst 112 $ 55,425.22 $ 70,667.15 $ 85,909.08 reclass
Police Captain Admnistrative Coordinator 112 $ 55,425.22 $ 70,667.15 $ 85,909.08 new
Police Captain Public Safety Supervisor 112 $ 55,425.22 $ 70,667.15 $ 85,909.08 new
Planning Senior Planner Planner 1 112 $ 55,425.22 $ 70,667.15 $ 85,909.08
Police Police Sergeant Police Corporal 112 $ 55,425.22 $ 70,667.15 $ 85,909.08
Finance Procurement Manager Contract Specialist (reclass) 112 $ 55,425.22 $ 70,667.15 $ 85,909.08
Executive City Manager Public Information Officer 112 $ 55,425.22 $ 70,667.15 $ 85,909.08
Stormwater Asst. Public Works Director Stormwater Supervisor 112 $ 55,425.22 $ 70,667.15 $ 85,909.08
Public Works PW Operations Manager Public Works Operations Analyst 112 $ 55,425.22 $ 70,667.15 $ 85,909.08
Permitting` Community Development Director Building Inspector 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Administration Accounting Manager Accountant II 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
MMCC City Manager Conference Center Manager 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Municipal Court City Manager Court Administrator 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Main Street Economic Development Director Downtown Dev. Manager 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Sewer Wastewater Superintendent Wastewater Collections Chief Operator 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Sewer Wastewater Superintendent Wastewater Systems Chief Operator 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Water Water Superintendent Water Systems Chief Operator 113 $ 58,750.73 $ 74,907.18 $ 91,063.63

DEPARTMENT REPORTS TO CLASS TITLE Pay Grade Min Mid Max
Executive City Manager Management Analyst 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Human Resources Human Resources Director Human Resources Generalist 113 $ 58,750.73 $ 74,907.18 $ 91,063.63
Unassigned Unassigned Unassigned 114 $ 62,000.00 $ 78,000.00 $ 95,000.00
Economic Development Economic Development Director Downtown Development Manager 115 $ 66,012.32 $ 84,165.71 $ 102,319.09
Public Works Public Works Director Public Works Operations Manager 115 $ 66,012.32 $ 84,165.71 $ 102,319.09
Public Works Public Works Director Facilities Maintenance Supervisor 115 $ 66,012.32 $ 84,165.71 $ 102,319.09
Information Technology Information Technology Director Network Administrator 115 $ 66,012.32 $ 84,165.71 $ 102,319.09
Police Captain Crime Scene Supervisor 115 $ 66,012.32 $ 84,165.71 $ 102,319.09
Police Captain Records Supervisor 115 $ 66,012.32 $ 84,165.71 $ 102,319.09 reclass
Police Police Lieutenant Police Sergeant 115 $ 66,012.32 $ 84,165.71 $ 102,319.09
Planning Community Development Director Senior Planner 115 $ 66,012.32 $ 84,165.71 $ 102,319.09
Community Development Community Development Director Chief Building Official 116 $ 69,973.06 $ 89,215.65 $ 108,458.24
Police Police Captain Police Administrative Manager 116 $ 69,973.06 $ 89,215.65 $ 108,458.24
Public Works Public Works Director Assistant Public Works Director 116 $ 69,973.06 $ 89,215.65 $ 108,458.24
Executive City Manager Grants Administrator 116 $ 69,973.06 $ 89,215.65 $ 108,458.24
Police Police Captain Police Lieutenant 116 $ 69,973.06 $ 89,215.65 $ 108,458.24
Sewer Public Works Director Wastewater Plant Superintendent 116 $ 69,973.06 $ 89,215.65 $ 108,458.24
Polixw Captain Code Enforcement Manager 116 $ 69,973.06 $ 89,215.65 $ 108,458.24 reclass
Water Public Works Director Water Superintendent 116 $ 69,973.06 $ 89,215.65 $ 108,458.24
Administration Treasurer/Finance Director Accounting Manager 117 $ 74,171.44 $ 94,568.59 $ 114,965.73
Planning Community Development Director Chief Planner 117 $ 74,171.44 $ 94,568.59 $ 114,965.73
Executive City Manager Information Technology Director 117 $ 74,171.44 $ 94,568.59 $ 114,965.73
Police Police Major Police Captain 117 $ 74,171.44 $ 94,568.59 $ 114,965.73
Finance Treasurer/Finance Director Procurement Manager 117 $ 74,171.44 $ 94,568.59 $ 114,965.73

154
Executive City Manager Project Manager 117 $ 74,171.44 $ 94,568.59 $ 114,965.73
Executive City Manager Manager of Innovation & Perf. Management 118 $ 79,363.44 $ 101,188.39 $ 123,013.34 reclass
Permitting Community Development Director Fire Marshal 118 $ 79,363.44 $ 101,188.39 $ 123,013.34
Police Police Chief Police Major 118 $ 79,363.44 $ 101,188.39 $ 123,013.34
City Clerk Mayor & Council City Clerk 119 $ 84,918.88 $ 108,271.58 $ 131,624.27
Human Resources City Manager Human Resources Director 119 $ 84,918.88 $ 108,271.58 $ 131,624.27
Econ Development City Manager Economic Development Director 120 $ 90,863.21 $ 115,850.59 $ 140,837.97
Executive City Manager Community Development Director 120 $ 90,863.21 $ 115,850.59 $ 140,837.97
Public Works City Manager Public Works Director 120 $ 90,863.21 $ 115,850.59 $ 140,837.97
Executive Mayor & Council Treasurer/Finance Director 121 $ 97,223.63 $ 123,960.13 $ 150,696.63
Executive City Manager Police Chief 123 $ 111,311.33 $ 141,921.95 $ 172,532.57
Unassigned Unassigned Unassigned 124
Executive Mayor & Council City Manager 125 $ 127,440.35 $ 162,486.44 $ 197,532.54

155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
Job Title: Assistant Court Clerk II
PG: 108: Min.: $43,901.96 Max: 68,049.04

Job Summary: The Assistant Court Clerk position assists the Court Clerk in the
management of all administrative and clerical functions related to operation of the
court, including receiving, examining, preparing, and processing a variety of legal
documents in support of court operations, and other duties as required by law.

Class Characteristics:
Assistant Court Clerk: This is the entry- to mid-level classification.

Major Duties:
• Advises the public, defendants and attorneys regarding court dates, fines
issued, and other miscellaneous information as requested in a professional
manner.
• Answers department’s phones and provides procedural information, explains
court processes, and assists individuals in locating forms and information.
• Receives and provides receipts for payments received via money order,
cashier’s check, credit card and updates financial records.
• Enters disposition information accurately into court’s case management
database.
• Prepares certified copies of case dispositions when requested.
• Recalls warrants and withdraws license suspensions based on offender’s
compliance, records judgments and dismissals in court database
• Prepares continuances and schedules cases for hearings, conferring with the
appropriate individuals according to established procedures, distributes
calendars and related case files for review.
• Receives and citations and summons from the Police Department and
maintains proper filing system for court folders.
• Utilizes GCIC and NCIC to prepare criminal/driving histories.
• Demonstrates a continuous effort to improve operations, decrease
turnarounds times, streamline work processes, and work cooperatively and
jointly to provide quality seamless customer service.
• Performs a variety of office and court support work, prepares letters,
correspondence, forms and other documents, maintains copies of documents,
operates computers, maintains and updates files and databases, generates
computer reports, performs word processing, operates office equipment,
maintains and retrieves archived records.
• Performs other duties as assigned.

Additional Duties for the Assistant Court Clerks:
• Maintains court records and files, such as records of court-appointed counsel,
motions, and compliance documents.
• Prepares a variety of documents related to court operations and coordinates

181
Job Title: Assistant Court Clerks (continued)

• the flow of documents necessary for court assignment, arranges for
interpreters.
• Performs difficult and complex duties related to reviewing legal documents
and examining them for accuracy, completeness and conformity to
requirements.
• Oversees the management of special program areas.
• Is willing and able to accept cross training and work assignments in all units.
• Assists and cooperates with the cross-training of other Court Clerks.

Knowledge Required by the Position:
• Personal computers and standard software applications related to court
support work.
• Basic filing and financial record keeping systems.
• Basic accounting practices.
• Sufficient knowledge in taking and receipt cash money, accurately calculate
and give change, balance a cash drawer and perform calculations using
addition, subtraction, multiplication and division.
• Accurately set up, monitor and maintain financial records.
• Work independently and follow instructions.
• Establish and maintain cooperative working relationships with others,
individually and in a team environment.
• Learn court policies, procedures, documents and terminology affecting
assigned functions.
• Ability and willingness to accept varied work assignments.
• Knowledge of or ability to understand modern records management
techniques and retrieval systems.
• As an essential function of this position, the employee must be able to handle
high levels of stress satisfactorily and be congenial with other employees,
court professionals and the public.
• Knowledge of or ability to understand and interpret local and state laws,
policies, codes, and regulations.
• Ability to communicate clearly and effectively, orally and in writing.
• Ability to read, analyze and interpret complex documents.
• Ability to maintain confidentiality and exercise considerable skill in handling
sensitive information and data.
• Knowledge of modern office procedures and equipment.
• Consistently demonstrate ability to respond to changing situations in a flexible
manner in order to meet current needs, such as reprioritizing work as
necessary.
• Ability to take the initiative to make decisions/choices without direct
supervision.

182
• Job Title: Assistant Court Clerks (continued)

• Ability to carry out oral and written instructions.
• Ability to maintain an organized office environment.
• Ability to exercise judgment to resolve constituent inquiries.

Additional Knowledge for the Assistant Court Clerks:
• Proficient knowledge of legal procedures, documents and terminology used in
court cases.
• Proficient knowledge of a variety of policies, rules, procedures and regulations.
• Proficient knowledge of statutes, policies and procedures, documents and
terminology affecting assigned functions.
• Ability to perform a wide variety of complex and specialized clerical and
accounting support work.
• Ability to interpret, explain and apply a variety of policies, rules, procedures and
regulations.
• Ability to locate, read and understand statutes and instructions related to court
processes and proceedings.
• Ability to understand and follow court calendar procedures.
• Ability to attend court sessions and perform a variety of support functions.
• Ability to effectively represent the court in responding to inquiries, providing
assistance and dealing with concern from the public, community organizations,
other County staff and agencies.
• Ability to perform a wide range of case processing functions.
• Ability to take and transcribe notes of court proceedings.
• Ability to prepare and maintain court calendars.
• Ability to work proactively and interact positively with all court staff, other staff
contacted during the course of performing job duties, and the public.
• At the Court Clerk level, must possess the knowledge, skills, and ability to serve
the supervising clerk in her/his absence.
• At the Court Clerk level, perform work demonstrating superior problem-solving
skills and must possess the knowledge, skills, and ability to oversee the
management of special program areas; must possess the knowledge, skills,
and ability to perform specialized complex case processing and/or effectively
perform all courtroom duties.
• At the Court Clerk level, must possess the knowledge, skills, and ability to
mentor, train, and assign work to lower-level Court Clerks; must possess the
knowledge, skills, and ability to perform special assignments.

Supervisory Controls: The work of the Assistant Court Clerks is performed
under the general supervision of the Court Administrator.

Guidelines: Guidelines include state and federal laws and regulations governing
municipal administration; City and departmental rules and regulations, and City
ordinances, policies and procedures.

183
Job Title: Assistant Court Clerks (continued)

Complexity: Work requires analysis and judgment in accomplishing diverse
duties. Work requires the exercise of independent thinking within the limits of

Job Title: Assistant Court Clerks (continued)

guidelines, policies, standards and precedents.

Personal Contacts: Contacts typically occur with co-workers, Judge, Solicitor,
City Attorney, and the general public.

Purpose of Contacts: Contacts are typically to give and exchange information,
resolve conflicts, solve problems and provide services.

Physical Demands: This work is performed indoors in an office setting and
involves occasional light lifting.

Work Environment: This work is performed indoors in an office setting.

Supervisory and Management Responsibility: none

Minimum Qualifications:

Assistant Court Clerk: Associate’s degree in criminal justice or a closely related
field supplemented by two (2) years of experience performing responsible
administrative support and clerical duties; or any equivalent combination of
education, training, and experience which provides the requisite knowledge,
skills, and abilities for this job; must possess within 12 months the Georgia
Municipal Court Clerk Certification and within 90 days be certified with the
Georgia Crime Information Center (GCIC); ability to accurately type a minimum
of 45 words per minute.

184
2025 Events Calendar
# Event Date(s) Time Location (s) Description
Job Fair to include Stockbridge
Amphitheater
1 Job Fair Thursday, April 24 10:00 am - 1:00 pm businesses and Goodwill. Food
Parking Lot
Trucks.

Every Tuesday Beginning May
Food Truck Tasty
2 6 until July 29 (Except on May 5:30 pm - 8:00 pm Clark Park Food Trucks, DJ, Vendors
Tuesdays
27, June 17 and July 1)

Merle Manders
Honoring our Heroes that are
3 Memorial March Monday, May 26 9:00 am - 11:00 am parking lot to
gone but not forgotten.
Memorial Park
Gates open at 3:00 Stockbridge celebrates
Amphitheater
4 Juneteenth Celebration Thursday, June 19 pm Concert from Juneteenth. Cultural dance and
Stage
5:00 pm - 9:00 pm music performances.
Gates open at 3:00 Third annual event in Stockbridge
Fourth of July
5 Friday, July 4 pm Concert from Amphitheater with music, food trucks and
Extravaganza
5:00 pm - 9:00 pm fireworks.
Kicking off the new school year
Amphitheater
6 Back to School Kick Off Saturday, July 19 11:00 am - 1:00 pm with rides, back pack and supply
Parking Lot
give away.

Honoring the Heroes of that
7 9/11 Ceremony Thursday, September 11 8:00 am - 11:00 am City Hall Steps infamous day. Mayor and special
guests speak and remember.

Carnival opens at
3:00 pm. Gates open
Stockbridge Food Trucks, Vendors, Kids Rides,
8 BridgeFest Saturday, September 27 at 5:00 pm Concert
Ampitheater Rotating Acts on Stage
from 7:00 pm - 10:00
pm
Pretty in Pink Breast Merle Manders
Dressy lunch, Fashion Show,
9 Cancer Awareness Thursday, October 16 11:00 am - 2:00 pm Conference
Emcee/Music
Lunch/Fashion Show Center
Pretty in Pink Breast Survivors celebrating other
Clark Park
10 Cancer Awareness Saturday, October 18 10:00 am - 12:00 pm Survivors and their families in a
Walking Trail
"Love Walk" walk
Merle Manders
11 Veterans Day Lunch Friday, November 7 11:00 am - 1:00 pm Conference Honoring our Local Heroes
Center

The City of Stockbridge partners
10:00 am - until Amphitheater with local organizations to assist
12 Turkey Giveaway Saturday, November 22
supplies run out. Parking Lot families with a FREE turkey give
away for the holiday.

Santa & Mrs. Claus, rides and
Holiday Festival & Tree Amphitheater
13 Friday, December 5 5:30 pm - 9:00 pm tree lighting to start the holiday
Lighting Parking Lot
season.

City shows appreciation for all of
Volunteer Appreciation
14 Saturday, December 13 5:00 pm - 8:00 pm MMCC Ballroom the great volunteers with a
Dinner
dinner and entertainment

185
10/29/2024
Revised CITY OF STOCKBRIDGE PLANNING AND ZONING 2025 FEE SCEHDULE
Community Development Department
Acreage Single‐Family Residential Multi‐Family Residential Commercial ‐ Industrial Mixed Use/ PUD Development of Regional
Impact (DRI)
Plus DRI
Single‐Family Plus Acreage Multi‐Family Plus Acreage Commercial ‐ Acreage Mixed Use/PUD Plus DRI Pre‐ Application
Base Fee Acreage Tariff Application: (no
Acreage Residential Tariff Residential Tariff Industrial Tariff (per acre) (Zoning Action)
Numbers Base Fee (per acre) Base Fee (per acre) Base Fee (per acre) zoning action)
0‐5 $ 250.00 $ 50.00 $ 500.00 $ 50.00 $ 750.00 $ 50.00 $ 1,000.00 $ 50.00 $ 100.00 add'l $400

5.001‐10.00 $ 500.00 $ 50.00 $ 750.00 $ 50.00 $ 1,000.00 $ 50.00 $ 1,500.00 $ 50.00 $ 100.00 add'l $400

10.001‐20.00 $ 750.00 $ 50.00 $ 1,250.00 $ 50.00 $ 1,500.00 $ 50.00 $ 2,000.00 $ 50.00 $ 100.00 add'l $400

20.001‐50.00 $ 1,250.00 $ 25.00 $ 1,500.00 $ 25.00 $ 2,000.00 $ 25.00 $ 2,500.00 $ 25.00 $ 100.00 add'l $400

50.001‐100.00 $ 1,750.00 $ 25.00 $ 2,250.00 $ 25.00 $ 3,500.00 $ 25.00 $ 4,000.00 $ 25.00 $ 100.00 add'l $400
100.001+ $ 3,000.00 $ 25.00 $ 2,500.00 $ 25.00 $ 3,500.00 $ 25.00 $ 4,500.00 $ 25.00 $ 100.00 add'l $400

186
City of Stockbridge Revised 2025 Planning, Zoning
& GIS Fee Schedule
Type Fee
Current Proposed
Administrative Variance $300 $300
Appeal To Admin Decision $500 $500
Applicant Request To Propone Case $300 $300
Annexation $300 $400
Comprehensive Land Use Amendment $300 $600
Concept Plan Review ‐PUD $50 $100
Conditional Use $500, plus $5/ac. $600
Final Plat N/A $200
Lot Split/Combination/Replat /Address Plat Review $150 $200
Minor Modification to PUD Master Dev. Plan $300 $300
Major Modification to Site Plan/Zoning
Conditions/Development Agreements $300 $400
Planning Commission Address List $25 $25
Preliminary Plat N/A $500
Sign Permit Zoning Review $50 $100
Special Use Permit $300 $300
Temporary Permit for Special Event $50 $75
Unified Development Code Text Admendment $300 $400
Variance $500 $600
Wireless Communications Facilities (WCF) Co‐location
Zoning Review $50 $100
WCF Conditional Use Application (New) $7,000 $7,000
Zoning Review for New Business N/A $25
Zoning Verification Letter $50 $150

Geographic Information Systems (GIS) ‐ Maps & Plans Current Proposed
A‐Size 8 1/2" x 11" $5 $5
B‐Size (11"x17") $10 $10
C‐Size (14"x22") $15 $15
D‐Size (24"x36") $20 $20
E‐Size (36"x44") $25 $25
Comprehensive Plan Document N/A $100
Livable Centers Initiative Document N/A $50
Any other Community Development Plans N/A $50
187
PROPOSED 2025 PARK PAVILION GAZEBO RENTAL FEES
CLARK PARK FULL DAY FULL DAY FULL DAY FULL DAY
CITY RESIDENT NON-CITY RESIDENT CITY RESIDENT NON-CITY RESIDENT
APR - OCT APR - OCT NOV - MAR NOV - MAR
PAVILION 1 $ 250.00 $ 300.00 $ 200.00 $ 250.00

PAVILION 2 $ 250.00 $ 300.00 $ 200.00 $ 250.00

PAVILION 3 $ 250.00 $ 300.00 $ 200.00 $ 250.00

MEMORIAL FULL DAY FULL DAY FULL DAY FULL DAY
PARK CITY RESIDENT NON-CITY RESIDENT CITY RESIDENT NON-CITY RESIDENT
APR - OCT APR - OCT NOV - MAR NOV - MAR
PAVILION 1 $ 250.00 $ 300.00 $ 200.00 $ 250.00

PAVILION 2 $ 250.00 $ 300.00 $ 200.00 $ 250.00

GAZEBO $ 150.00 $ 200.00 $ 125.00 $ 150.00

GARDNER FULL DAY FULL DAY FULL DAY FULL DAY
PARK CITY RESIDENT NON-CITY RESIDENT CITY RESIDENT NON-CITY RESIDENT
APR - OCT APR - OCT NOV - MAR NOV - MAR
PAVILION 1 $ 250.00 $ 300.00 $ 200.00 $ 250.00

PAVILION 2 $ 250.00 $ 300.00 $ 200.00 $ 250.00

The recommendation is to eliminate the half-day reservations of the pavillions and gazebo.

188
CITY OF

Stockbridge
GEORGIA

STOCKBRIDGE/BURKE CEMETERY
Unauthorized Interment Penalty
1.04.080 - General penalty for code violations.

A. Whenever in this code or in any ordinance of the city any
act is prohibited or is made or declared to be unlawful or an
offense, or whenever in such code or ordinance the doing of
any act is required or the failure to do any act is declared to
be unlawful, where no specific penalty is provided therefor,
such violation of any such provision of this code or any
ordinance shall be punishable by a fine not exceeding one
thousand ($1000) dollars, by sentence of imprisonment not
exceeding three hundred sixty-five (365) days and to work
on the streets or public works for a period not exceeding
three hundred sixty-five (365) days, any or all such penalties
in the discretion of the recorder.
B. The imposition of any such punishment shall not prevent the
forcible removal or abatement of unlawful conditions and the
imposition of a lien on the subject property for the cost
thereof.

(Amended during 1991 codification; Code 1971, Sec. 1-8)

Penalty (Unauthorized Interment): $1000.00
Effective January 1, 2023

189
Stockbridge Youth Council
Service Dates
August 2023 to June 2024
2025 Proposed Annual Budget
Presented by:
Dr. Alfreda Renee Gourdine
SYC Advisory Committee Chair

190
 SYC New Member Interviews – July
 Fill the Bus/Tasty Tuesday – July 2023 Stockbridge Youth Council
 City of Stockbridge Back to School Kick
Off – July 2023 3rd Quarter (2023 in review)
 Leadership Retreat - September 2023
 College Tours – September 2023

191
 Lagrange Youth Symposium – October 2023
 Fall Festival – October 2023
 Breakfast with Stockbridge Police Department– Stockbridge Youth Council
December 2023
 SYC Tinsel and Toys Holiday Family Fun Day – 4th Quarter (2023 in review)
December 2023

192
MLK Jr. Clean-up

 Area Beautification (Monthly)
 MLK Jr. Day of Service Community Clean-up – Stockbridge Youth Council
January 2024
 GMA Youth Forum – February 2024
1st Quarter (2024 in review)

193
 African American Heritage Program – February 2024
 Young & Gifted Honors Ceremony – February 2024 Stockbridge Youth Council
 1st SYC Youth Entrepreneur Expo – March 2024
 Dinner & Discussion – April 2024 1st Quarter (2024 in review)

194
SPD Appreciation/Partnership Dinner– April 2024
Mothers Day Appreciation Tea - April 2024
Senior Banquet – May 2024
Stockbridge Youth Council
Father’s Day Appreciation Brunch – June 2024
2nd Quarter (2024 in review)

195
Annually the SYC pinpoints an initiative that they
will support. The remainder of 2024 and
beginning of 2025’s initiative, we will continue
Stockbridge Youth Council
to drive the importance of Teen Violence. The
SYC will brainstorm 2025 and 2026 initiative
2025 Initiative
during the monthly meetings and SYC
Leadership Retreat.

196
Quarter One: January – March
 SYC Retreat – Training and Teambuilding
 Area Beautification
 City of Stockbridge Events/Community Involvement
 GMA Youth Forum
Community Service Project - TBD

Quarter Two: April – June
 SYC/SPD Dinner and Discussion
 City of Stockbridge Events/Community Involvement
 SYC Annual Youth Entrepreneur Expo

Stockbridge Youth Council
 Area Beautification
 Senior Banquet

Quarter Three: July – September
 SYC Leadership Training Retreat
 City of Stockbridge Events/Community Involvement
2025
 Tasty Tuesday “Fill the Bus”
 City of Stockbridge “Back to School Drive”
 Career Readiness Event/College Tour
Proposed Calendar
 Area Beautification

Quarter Four: October – December
 Fall Festival
 GMA Youth Symposium
 City of Stockbridge Events/Community Involvement
 SYC Tinsel Toys and all the Joy Holiday Family Event
 Area Beautification
197
Line Item Amount
Meals $1500.00
Lodging $3000.00
Training $4000.00
Advertising
Transportation
$600.00
$1360.00
Stockbridge Youth Council
Office Supplies $360.00 2025 Budget Proposal
Apparel $1260.00
Beautification $600.00
Events $7840.00
MISC $980.00
Total: $21,500.00

198
QUESTIONS

199
City of Stockbridge
MEETING DATE
AGENDA ITEM
DECEMBER 9, 2024 FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
DE-ANNEXATION CASE #DX-2024-03 FOR THE MANDERLEY SUBDIVISION, PHASE 3.
Consideration of an Ordinance to de-annex from the Corporate Limits of the City of Stockbridge
nine parcels within the Manderley Subdivision, representing Phase 3. The request was made by
the owners of the nine parcels, which would become part of unincorporated Henry County.

BACKGROUND INFORMATION:
The City Council previously approved DX-2024-01 (Phase 1) and DX-2024-02 (Phase 2) for the
Manderley Subdivision. DX-2024-04 (Phase 4) is also being considered at the December 9, 2024
City Council meeting.

APPROVALS: CITY MANAGER___________________________ FINANCIAL IMPACT N/A
CITY TREASURER____________________________________ AMOUNT $
CITY ATTORNEY____________________________________
GRANTS ADMIN.___________________________________ ATTACHMENTS:
ITEM/PROJECT/EVENT:
De-Annexation Case #DX-2024-03 for the Manderley Subdivision, Phase 3.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION:

Approval.

Staff Signature______________________________

TO: Mayor and City Council

FROM: Ryan C. Anderson, Community Development Director
Jordyn Bucholtz, GIS Analyst

CC: Frederick Gardiner, City Manager; Valerie Ross, City Zoning Attorney

DATE: December 9, 2024

SUBJECT: De-Annexation Case #DX-2024-03:
Nine Properties in the Manderley Subdivision

Introduction. The owners of nine properties within the Manderley Subdivision submitted
a de-annexation application to Henry County Planning & Zoning to request that their
properties be de-annexed from the City of Stockbridge. The Manderley Subdivision is
located at the western edge of the Stockbridge City Limits, bounded by Walt Stephens
Road to the north and Blackall Road to the west. The nine properties have 9.828 +/-
total acres, and they comprise residential lots in the southwestern portion of the
subdivision. Table 1 below provides a list of the nine properties by address, parcel
number, and owner/applicant.

Table 1—Properties for Proposed De-Annexation
Property Owner(s) /
Property Address Parcel Number Co-Applicant (s)
220 Jasper Drive 013A01053000 Eliseo Monzon

230 Jasper Drive 013A01054000 Charles Keller and Levet Keller
240 Jasper Drive 013A01055000 Tina Strong
255 Jasper Drive 013A01056000 Sharon Rosser
221 Whitesand Bay Drive 013A01137000 Randall Parker
230 Whitesand Bay Drive 013A01133000 Bill Villa
231 Whitesand Bay Drive 013A01133000 Pamela Burrell
241 Whitesand Bay Drive 013A01135000 Jane Cole
251 Whitesand Bay Drive 013A01134000 Diogenes Lora

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

Henry County Government’s Action. According to a Deannexation Evaluation Report
which was prepared by the Henry County Planning & Zoning Department, Henry County
Government received a de-annexation application from the nine applicants electronically
on October 3, 2024. The applicants used the 100% method for the proposed de-
annexation. The Department then prepared a Deannexation Evaluation Report for Henry
County’s Case #DE-AX-24-03, which recommended the approval of the proposed de-
annexation. It stated that the subject property was previously zoned ‘R-1’ (Single-Family
Residential) by Henry County prior to its 2022 annexation into the City of Stockbridge,
and that the property would revert back to R-1 upon the successful de-annexation of the
property from the City back into unincorporated Henry County. The property also had a
previous Henry County future land use designation of Low-Density Residential, which
allowed a density of up to 2.0 dwelling units per acre. After the completion of the DE-AX-
24-03 Evaluation Report, the Henry County Board of Commissioners adopted Henry
County Resolution #34-240, dated October 1, 2024, to approve the de-annexation.

City of Stockbridge’s Receipt of De-Annexation Application Package. The City of
Stockbridge received a copy of the de-annexation application package, which was sent
electronically by Henry County on October 4, 2024. The package contained a letter, dated
October 3, 2024, which stated that the Department had received an application for the de-
annexation of nine properties within the Manderley Subdivision from the City of
Stockbridge. A copy of the letter appears in the Appendix.

Background on the Manderley Subdivision. The Manderley Subdivision is
established and well-developed. Table 2 below lists basic facts about it, and the
Appendix contains several pertinent aerial photos and maps.

Table 2—Facts About Manderley Subdivision
Descriptive Factors: Findings:
Current City of Stockbridge Zoning SR (Suburban Residential)
Current City of Stockbridge Future Land Low-Density Residential.
Use Designation
Current Annexation Status Annexed into City via 2022 Referendum.
Estimated Number of Subdivision Lots 79.
Name of Subdivider Koppar Corporation.
Number of Development Phases Three.
Years of Recorded Plat Approvals 1983, 1984, 1986, 1988, 1989.*
Status of Subdivision Lots Nearly all are developed with SF homes.
Sizes of Subdivision Lots Approximately one to two acres each.
Years of Home Construction 1985-1997, per Tax Assessors’ records.

*Includes separate sheets for Unit II, and revisions to Unit I & Unit II.

Background on the Surrounding Area. The surrounding area includes Ingle’s Market
and several neighborhood commercial uses flanking Walt Stephens Road; and several
subdivisions to the south, southeast, and east. To the west are several individual

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

residential parcels outside of Manderley Subdivision, Blackhall Road, the City Limits
Line, and Spivey Lake. The commercial uses are located in the C-1 (Neighborhood
Commercial) zoning district. The subdivisions to the south, southeast, and east are
located in the PUD (Planned Unit Development) district, while the outlying residential
parcels to the west are zoned ‘SR’ (Suburban Residential). Properties west of Blackhall
Road, in unincorporated Henry County, are zoned ‘R-1’ (Single-Family Residential for
large lots) and ‘RA’ (Residential-Agricultural).

Legal Requirements for De-Annexation. The Official Code of Georgia (O.C.G.A.)
provides legal requirements for de-annexation in O.C.G.A. Sections 36-131 and 36-132.
They are summarized in the list below.
1. Administrative Requirements:
a. A written, signed application by the owners of no more than ten parcels.
b. Adoption of a signed resolution by the county in which the property is located,
consenting to the de-annexation.
c. Submittal of a copy of the application to the municipality.
d. Confirmation by City staff that the procedural requirements for de-annexation
have been met by the property owners.
e. Verification by City staff that the geographic requirements have been met.
f. Approval by the municipality, unless the geographic requirements have not been
met.
2. Geographic Requirements:
a. At least one of the parcels must abut/be contiguous to the boundaries of the city
limits (not separated from the city limits by unincorporated areas, a street, a creek
or river, or a railroad).
b. No prohibited unincorporated island would be created by the proposed de-
annexation.
c. No detrimental effects to the health, safety, and welfare of the property owners of
the area to be de-annexed, or to the area remaining in the municipality (causing
the de-annexed area to be cut off from receiving county services due to the lack
of a reasonable access to the de-annexed area).

Analysis of De-Annexation Proposal:
1. Administrative Requirements – The applicants for the proposed DX-2024-03 de-
annexation submitted a signed de-annexation application form to Henry County,
which was for nine parcels. After the County’s review, it adopted a signed resolution
and sent a copy of the application to the City of Stockbridge. The Planning and
Zoning Staff has verified that the acceptable 100 percent method of de-annexation
has been used, and that the de-annexation proposal meets the geographic
requirements, as are discussed below.
2. Geographic Requirements – From the maps appearing in the Appendix, it is apparent
that all of the nine parcels within the proposed de-annexation area abut and are
contiguous to other parcels within the Stockbridge City Limits, and they would even
continue to do so if the de-annexation is approved. No prohibited unincorporated
island would be created by the proposed de-annexation. Rather, the de-annexed
City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

area would be surrounded on three sides by other parcels remaining within the City
Limits. Whenever a new City Limits Map is prepared, the de-annexed area would
push the city limits further East. Further, there would be no alteration of the existing
streets or access to them; thus, there do not appear to be any health, safety, or
welfare issues in terms of providing needed transportation of County service vehicles
or emergency vehicles in reaching the homes of the property owners within the de-
annexed area.

Conclusion. From the preceding analysis, it appears that both the administrative
requirements and the geographic requirements have been met for the proposed de-
annexation. Thus, according to the law, the applicants have complied with all of the de-
annexation requirements and there are no apparent issues which would prohibit them
from de-annexing their properties from the City of Stockbridge.

Recommendation. Since all of the de-annexation requirements have been met, the law
states that the Mayor and City Council must approve this de-annexation request (DX-
2024-03).

RCA/jb

Appendix

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

APPENDIX:

1. Copy of De-Annexation Letter for DX-2024-03

2. Aerial Photo Showing Nine Parcels for De-Annexation via DX-2024-03

3. Map of 2022 City of Stockbridge Annexation Referendum—
Location of Proposed DX-2024-03 De-Annexation Area

4. Manderley Subdivision Zoning Map

5. Manderley Subdivision Vicinity Map

6. Manderley Subdivision Parcel Map

7. Resulting New City Limits Map Upon the Approval of DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

1. COPY OF DE-ANNEXATION LETTER FOR DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

2. AERIAL PHOTO SHOWING NINE PARCELS FOR DE-ANNEXATION

VIA DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

3. MAP OF 2022 CITY OF STOCKBRIDGE
ANNEXATION REFERENDUM:
LOCATION OF PROPOSED DX-2024-03 DE-ANNEXATION AREA
LEGEND:
Pink Striped Areas – Were Already Part of the City of Stockbridge in 2022
Blue Areas – Were Annexed as Part of 2022 City of Stockbridge Annexation Referendum
Star – Location of Proposed DX-2024-03 De-Annexation
Blue Waves – Spivey Lake
Black Star—Location of Proposed De-Annexation

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

4. MANDERLEY SUBDIVISION ZONING MAP FOR DX-2024-03

KEY:
Yellow—SR District (Suburban Residential) — Manderley Subdivision
Green—PUD District (Planned Unit Development) — Monarch Village Subdivision
Black — Unincorporated Henry County
Blue Star — Area of Proposed De-Annexation

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
10

5. MANDERLEY SUBDIVISION VICINITY MAP FOR DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
11

MANDERLEY SUBDIVISION PARCEL MAP FOR DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
12

7. RESULTING MAP SHOWING NEW CITY LIMITS BOUNDARIES
UPON THE APPROVAL OF DX-2024-03
Black Star – De-Annexed Area

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
City of Stockbridge
MEETING DATE
AGENDA ITEM
DECEMBER 9, 2024 FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST or TSPLOST
PUBLIC HEARING ARPA
PRESENTATION GRANT
BID SELECTION/AWARD HOTEL/MOTEL TOURISM
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT FUND BALANCE
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Community Development Staff
DEPARTMENT: Community Development
ITEM/PROJECT/EVENT:
DE-ANNEXATION CASE #DX-2024-04 FOR THE MANDERLEY SUBDIVISION, PHASE 4.
Consideration of an Ordinance to de-annex from the Corporate Limits of the City of Stockbridge
nine parcels within the Manderley Subdivision, representing Phase 4. The request was made by
the owners of the nine parcels, which would become part of unincorporated Henry County.

BACKGROUND INFORMATION:
The City Council previously approved DX-2024-01 (Phase 1) and DX-2024-02 (Phase 2) for the
Manderley Subdivision. DX-2024-03 (Phase 3) is also begin considered at the December 9, 2024
City Council meeting.

APPROVALS: CITY MANAGER___________________________ FINANCIAL IMPACT N/A
CITY TREASURER____________________________________ AMOUNT $
CITY ATTORNEY____________________________________
GRANTS ADMIN.___________________________________ ATTACHMENTS:
ITEM/PROJECT/EVENT:
De-Annexation Case #DX-2024-04 for the Manderley Subdivision, Phase 4.

BACKGROUND INFORMATION:

STAFF RECOMMENDATION:

Approval.

Staff Signature______________________________

TO: Mayor and City Council

FROM: Ryan C. Anderson, Community Development Director
Jordyn Bucholtz, GIS Analyst

CC: Frederick Gardiner, City Manager; Valerie Ross, City Zoning Attorney

DATE: December 9, 2024

SUBJECT: De-Annexation Case #DX-2024-03:
Nine Properties in the Manderley Subdivision

Introduction. The owners of nine properties within the Manderley Subdivision submitted
a de-annexation application to Henry County Planning & Zoning to request that their
properties be de-annexed from the City of Stockbridge. The Manderley Subdivision is
located at the western edge of the Stockbridge City Limits, bounded by Walt Stephens
Road to the north and Blackall Road to the west. The nine properties have 9.828 +/-
total acres, and they comprise residential lots in the southwestern portion of the
subdivision. Table 1 below provides a list of the nine properties by address, parcel
number, and owner/applicant.

Table 1—Properties for Proposed De-Annexation
Property Owner(s) /
Property Address Parcel Number Co-Applicant (s)
220 Jasper Drive 013A01053000 Eliseo Monzon

230 Jasper Drive 013A01054000 Charles Keller and Levet Keller
240 Jasper Drive 013A01055000 Tina Strong
255 Jasper Drive 013A01056000 Sharon Rosser
221 Whitesand Bay Drive 013A01137000 Randall Parker
230 Whitesand Bay Drive 013A01133000 Bill Villa
231 Whitesand Bay Drive 013A01133000 Pamela Burrell
241 Whitesand Bay Drive 013A01135000 Jane Cole
251 Whitesand Bay Drive 013A01134000 Diogenes Lora

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

Henry County Government’s Action. According to a Deannexation Evaluation Report
which was prepared by the Henry County Planning & Zoning Department, Henry County
Government received a de-annexation application from the nine applicants electronically
on October 3, 2024. The applicants used the 100% method for the proposed de-
annexation. The Department then prepared a Deannexation Evaluation Report for Henry
County’s Case #DE-AX-24-03, which recommended the approval of the proposed de-
annexation. It stated that the subject property was previously zoned ‘R-1’ (Single-Family
Residential) by Henry County prior to its 2022 annexation into the City of Stockbridge,
and that the property would revert back to R-1 upon the successful de-annexation of the
property from the City back into unincorporated Henry County. The property also had a
previous Henry County future land use designation of Low-Density Residential, which
allowed a density of up to 2.0 dwelling units per acre. After the completion of the DE-AX-
24-03 Evaluation Report, the Henry County Board of Commissioners adopted Henry
County Resolution #34-240, dated October 1, 2024, to approve the de-annexation.

City of Stockbridge’s Receipt of De-Annexation Application Package. The City of
Stockbridge received a copy of the de-annexation application package, which was sent
electronically by Henry County on October 4, 2024. The package contained a letter, dated
October 3, 2024, which stated that the Department had received an application for the de-
annexation of nine properties within the Manderley Subdivision from the City of
Stockbridge. A copy of the letter appears in the Appendix.

Background on the Manderley Subdivision. The Manderley Subdivision is
established and well-developed. Table 2 below lists basic facts about it, and the
Appendix contains several pertinent aerial photos and maps.

Table 2—Facts About Manderley Subdivision
Descriptive Factors: Findings:
Current City of Stockbridge Zoning SR (Suburban Residential)
Current City of Stockbridge Future Land Low-Density Residential.
Use Designation
Current Annexation Status Annexed into City via 2022 Referendum.
Estimated Number of Subdivision Lots 79.
Name of Subdivider Koppar Corporation.
Number of Development Phases Three.
Years of Recorded Plat Approvals 1983, 1984, 1986, 1988, 1989.*
Status of Subdivision Lots Nearly all are developed with SF homes.
Sizes of Subdivision Lots Approximately one to two acres each.
Years of Home Construction 1985-1997, per Tax Assessors’ records.

*Includes separate sheets for Unit II, and revisions to Unit I & Unit II.

Background on the Surrounding Area. The surrounding area includes Ingle’s Market
and several neighborhood commercial uses flanking Walt Stephens Road; and several
subdivisions to the south, southeast, and east. To the west are several individual

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

residential parcels outside of Manderley Subdivision, Blackhall Road, the City Limits
Line, and Spivey Lake. The commercial uses are located in the C-1 (Neighborhood
Commercial) zoning district. The subdivisions to the south, southeast, and east are
located in the PUD (Planned Unit Development) district, while the outlying residential
parcels to the west are zoned ‘SR’ (Suburban Residential). Properties west of Blackhall
Road, in unincorporated Henry County, are zoned ‘R-1’ (Single-Family Residential for
large lots) and ‘RA’ (Residential-Agricultural).

Legal Requirements for De-Annexation. The Official Code of Georgia (O.C.G.A.)
provides legal requirements for de-annexation in O.C.G.A. Sections 36-131 and 36-132.
They are summarized in the list below.
1. Administrative Requirements:
a. A written, signed application by the owners of no more than ten parcels.
b. Adoption of a signed resolution by the county in which the property is located,
consenting to the de-annexation.
c. Submittal of a copy of the application to the municipality.
d. Confirmation by City staff that the procedural requirements for de-annexation
have been met by the property owners.
e. Verification by City staff that the geographic requirements have been met.
f. Approval by the municipality, unless the geographic requirements have not been
met.
2. Geographic Requirements:
a. At least one of the parcels must abut/be contiguous to the boundaries of the city
limits (not separated from the city limits by unincorporated areas, a street, a creek
or river, or a railroad).
b. No prohibited unincorporated island would be created by the proposed de-
annexation.
c. No detrimental effects to the health, safety, and welfare of the property owners of
the area to be de-annexed, or to the area remaining in the municipality (causing
the de-annexed area to be cut off from receiving county services due to the lack
of a reasonable access to the de-annexed area).

Analysis of De-Annexation Proposal:
1. Administrative Requirements – The applicants for the proposed DX-2024-03 de-
annexation submitted a signed de-annexation application form to Henry County,
which was for nine parcels. After the County’s review, it adopted a signed resolution
and sent a copy of the application to the City of Stockbridge. The Planning and
Zoning Staff has verified that the acceptable 100 percent method of de-annexation
has been used, and that the de-annexation proposal meets the geographic
requirements, as are discussed below.
2. Geographic Requirements – From the maps appearing in the Appendix, it is apparent
that all of the nine parcels within the proposed de-annexation area abut and are
contiguous to other parcels within the Stockbridge City Limits, and they would even
continue to do so if the de-annexation is approved. No prohibited unincorporated
island would be created by the proposed de-annexation. Rather, the de-annexed
City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

area would be surrounded on three sides by other parcels remaining within the City
Limits. Whenever a new City Limits Map is prepared, the de-annexed area would
push the city limits further East. Further, there would be no alteration of the existing
streets or access to them; thus, there do not appear to be any health, safety, or
welfare issues in terms of providing needed transportation of County service vehicles
or emergency vehicles in reaching the homes of the property owners within the de-
annexed area.

Conclusion. From the preceding analysis, it appears that both the administrative
requirements and the geographic requirements have been met for the proposed de-
annexation. Thus, according to the law, the applicants have complied with all of the de-
annexation requirements and there are no apparent issues which would prohibit them
from de-annexing their properties from the City of Stockbridge.

Recommendation. Since all of the de-annexation requirements have been met, the law
states that the Mayor and City Council must approve this de-annexation request (DX-
2024-03).

RCA/jb

Appendix

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

APPENDIX:

1. Copy of De-Annexation Letter for DX-2024-03

2. Aerial Photo Showing Nine Parcels for De-Annexation via DX-2024-03

3. Map of 2022 City of Stockbridge Annexation Referendum—
Location of Proposed DX-2024-03 De-Annexation Area

4. Manderley Subdivision Zoning Map

5. Manderley Subdivision Vicinity Map

6. Manderley Subdivision Parcel Map

7. Resulting New City Limits Map Upon the Approval of DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

1. COPY OF DE-ANNEXATION LETTER FOR DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

2. AERIAL PHOTO SHOWING NINE PARCELS FOR DE-ANNEXATION

VIA DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

3. MAP OF 2022 CITY OF STOCKBRIDGE
ANNEXATION REFERENDUM:
LOCATION OF PROPOSED DX-2024-03 DE-ANNEXATION AREA
LEGEND:
Pink Striped Areas – Were Already Part of the City of Stockbridge in 2022
Blue Areas – Were Annexed as Part of 2022 City of Stockbridge Annexation Referendum
Star – Location of Proposed DX-2024-03 De-Annexation
Blue Waves – Spivey Lake
Black Star—Location of Proposed De-Annexation

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900

4. MANDERLEY SUBDIVISION ZONING MAP FOR DX-2024-03

KEY:
Yellow—SR District (Suburban Residential) — Manderley Subdivision
Green—PUD District (Planned Unit Development) — Monarch Village Subdivision
Black — Unincorporated Henry County
Blue Star — Area of Proposed De-Annexation

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
10

5. MANDERLEY SUBDIVISION VICINITY MAP FOR DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
11

MANDERLEY SUBDIVISION PARCEL MAP FOR DX-2024-03

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
12

7. RESULTING MAP SHOWING NEW CITY LIMITS BOUNDARIES
UPON THE APPROVAL OF DX-2024-03
Black Star – De-Annexed Area

City of Stockbridge Community Development; Stockbridge, Georgia (678) 389-7900
