---
date: 2024-01-08
title: Regular Council Meetings Agenda Packet
source: 2024-01/2024-01-08_Regular Council Meetings_Agenda Packet.pdf
pages: 1
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STOCKBRIDGE Council Meeting
CITY COUNCIL Agenda
Mayor Anthony S. Ford
January 8, 2024 6:00 PM
At-Large

Mayor Pro Tem Yolanda Barber
Council District 4

Councilman Elton Alexander
Council District 5

Councilman Kyle Berry
Council District 3

Councilwoman LaKeisha Gantt
Council District 1

Councilman Alphonso Thomas
Council District 2

STOCKBRIDGE CITY HALL
CITY MANAGER
Frederick Gardiner
4640 NORTH HENRY BLVD.

CITY CLERK STOCKBRIDGE, GA 30281
Vanessa Holiday
Website: www.stockbridgega.org
CITY TREASURER
Phone: 770-389-7900
Vacant
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
Samantha Embry
770-389-7908 for assistance.
AGENDA
COUNCIL MEETING
CITY OF STOCKBRIDGE
MONDAY, JANUARY 8, 2024 6:00 PM

CALL TO ORDER
1 Oath of Office - Councilmembers: Elton Alexander, Yolanda Barber and Kyle D.
Berry, Sr.

INVOCATION

PLEDGE OF ALLEGIANCE

ROLL CALL

ADOPTION OF THE AGENDA

ADOPTION OF THE MINUTES
2 Council Meeting Minutes November 13, 2023
Council Meeting Minutes November 28, 2023
Council Meeting Minutes December 11, 2023

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 REVIEW
3 Proclamation Review - ML King, Jr. Day;
Swearing In of Board/Committee Members

ORGANIZATIONAL APPOINTMENTS
4 Appointment of the City Clerk

Appointment of the Executive Assistant to Mayor & Council

Appointment of the City Auditor
Page | 3

Appointment of the City Attorney

Selection of the Mayor Pro Tem

PUBLIC HEARING
5 ANNEXATION CASE #AX-2023-05. (To be located in Council District 5.)
Council consideration of a request for the annexation of certain property on
Brannan Road to allow for the construction of a single-family detached
residential development (subdivision). The applicant is Pulte Group, Inc., c/o
Battle Law, P.C. The property contains four parcels in Land Lots 2 & 3 of
District 7, as are listed below, with 134.31+/- total acres in unincorporated
Henry County. The Planning Commission recommends denial. Staff recommends
approval. .

941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
1100 Brannan Road (Parcel #088-02057000)—To include the southwestern
tract only, which contains 29.09 +/- acres.
Parcel #088-02056000—Contains 87.33 +/- acres.
Parcel #070-01005001—Contains 12.89 +/- acres. - Presented by: Community
Development Staff
6 COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-06. (To be located
in Council District 5.)
Council consideration of a request for a Comprehensive Plan Amendment to
assign the future land use designation of ‘Low-Density Residential’ to certain
property on Brannan Road to allow for the construction of a single-family
detached residential development (subdivision). The applicant is Pulte Group,
Inc., c/o Battle Law, P.C. The property contains four parcels in Land Lots 2 & 3
of District 7, as are listed below, with 134.31+/- total acres in unincorporated
Henry County. The Planning Commission recommends denial. Staff
recommends approval.

941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
1100 Brannan Road (Parcel #088-02057000)—To include the southwestern
tract only, which contains 29.09 +/-acres.
Parcel #088-02056000—Contains 87.33 +/- acres.
Parcel #070-01005001—Contains 12.89 +/- acres. - Presented by: Community
Development Staff
7 REZONING CASE #RZ-2023-07. (To be located in Council District 5.)
Council consideration of a request for a rezoning to assign the zoning district of
‘SR’ (Suburban Residential District) to certain property on Brannan Road to
allow for the construction of a single-family detached residential development
(subdivision). The applicant is Pulte Group, Inc., c/o Battle Law, P.C The
property contains four parcels in Land Lots 2 & 3 of District 7, as are listed
below, with 134.31+/- total acres in unincorporated Henry County. The Planning
Commission recommends denial. Staff recommends approval.

January 8, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 4

941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
1100 Brannan Road (Parcel #088-02057000)—To include the
southwestern tract only, which contains 29.09 +/-acres.
Parcel #088-02056000—Contains 87.33 +/- acres.
Parcel #070-01005001—Contains 12.89 +/- acres. - Presented by: Community
Development Staff
8 VARIANCE CASE #VR-2023-03. (To be located in Council District 5.)
Council consideration of a request for a variance on certain property on
Brannan Road to allow for the construction of a single-family detached
residential development (subdivision). The purpose of the variance request is
to allow the reduction in the front yard setbacks from the required 50 feet to 35
feet. The applicant is Pulte Group, Inc., c/o Battle Law, P.C. The property
contains four parcels in Land Lots 2 & 3 of District 7, as are listed below, with
134.31+/- total acres in unincorporated Henry County. The Planning Commission
recommends denial. Staff recommends approval.

941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
1100 Brannan Road (Parcel #088-02057000)—To include the southwestern
tract only, which contains 29.09 +/-acres.
Parcel #088-02056000—Contains 87.33 +/- acres.
Parcel #070-01005001—Contains 12.89 +/- acres. - Presented by: Community
Development Staff
9 ANNEXATION CASE #AX-2023-06. (To be located in Council District 5.)
Council consideration of a request for the annexation of certain property on and
near Patrick Henry Parkway to allow for the construction of a mixed-use
development consisting of multifamily residential and retail commercial uses on
a portion of the property. The applicant is Waypoint Residential (c/o Dennis J.
Webb, Jr. of Smith, Gambrell, and Russell, LLP. The property contains four
parcels in Land Lot 46 of District 6, as are listed below, with 20.91 +/- total
acres in unincorporated Henry County. The Planning Commission recommends
denial. Staff recommends approval.
Parcel #052-01025027—Contains 11.428 +/- acres.
Parcel #052-01025028—Contains 4.279 +/- acres.
Parcel #052-01025021—To be annexed but not included within the proposed
development. Contains 1.164 +/- acres. - Presented by: Community
Development Staff
10 COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-07. (To be located
in Council District 5.)
Council consideration of a request for a Comprehensive Plan Amendment to
assign the future land use designation of ‘Medium Density Mixed-Use’ to
certain property on and near Patrick Henry Parkway to allow for the
construction of a mixed-use development consisting of multifamily residential
and retail commercial uses. The applicant is Waypoint Residential (c/o Dennis
J. Webb, Jr. of Smith, Gambrell, and Russell, LLP). The property contains three
parcels in Land Lot 46 of District 6, as are listed below, with 20.91 +/- total
acres in unincorporated Henry County. The Planning Commission recommends
denial. Staff recommends approval.

January 8, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 5

Parcel #052-01025024—Contains 4.035 +/- acres.
Parcel #052-01025027—Contains 11.428 +/- acres.
Parcel #052-01025028—Contains 4.279 +/- acres. - Presented by: Community
Development Staff
11 REZONING CASE #RZ-2023-08. (To be located in Council District
5.) Council consideration of a request for a rezoning to assign the zoning
districts of ’PUD’ (Planned Unit Development) and ‘PMU’ (Parkway Mixed-Use
Overlay District) to certain property on Patrick Henry Parkway to allow for the
construction of a mixed-use development consisting of multifamily residential
and retail commercial uses. The applicant is Waypoint Residential (c/o Dennis
J. Webb, Jr. of Smith, Gambrell, and Russell, LLP). The property contains
three parcels in Land Lot 46 of District 6, as are listed below, with 20.91 +/-
total acres in unincorporated Henry County. The Planning Commission
recommends denial. Staff recommends approval.

Parcel #052-01025024—Contains 4.035 +/- acres.
Parcel #052-01025027—Contains 11.428 +/- acres.
Parcel #052-01025028—Contains 4.279 +/- acres. - Presented by: Community
Development Staff
12 VARIANCE CASE #VR-2023-04. (To be located in Council District 5.)
Council consideration of a request for three variances on certain property
on Patrick Henry Parkway to allow for the construction of a mixed-use
development consisting of multifamily residential and retail commercial
uses. The applicant has requested three variances on the property: 1) a
variance to allow residential uses on the first floor of buildings; 2) a variance to
eliminate the requirement for a vehicular connection between adjoining
properties; and 3) a variance to allow parking in front of the buildings. The
applicant is Waypoint Residential (c/o Dennis J. Webb, Jr. of Smith, Gambrell,
and Russell, LLP). The property contains three parcels in Land Lot 46 of
District 6, as are listed below, with 20.91 +/- total acres in unincorporated Henry
County. The Planning Commission recommends denial. Staff recommends approval.

Parcel #052-01025024—Contains 4.035 +/- acres.
Parcel #052-01025027—Contains 11.428 +/- acres.
Parcel #052-01025028—Contains 4.279 +/- acres. - Presented by: Community
Development Staff

NEW BUSINESS
13 Council consideration to reclassify a Crime Scene Investigator position and to
approve a job description for Property & Evidence Custodian. - Presented by:
Frank Trammer
14 Council consideration to reclassify a Police Sergeant position and approve the
job description for a Crime Scene Investigation Supervisor. - Presented by:
Frank Trammer
15 Council consideration to approve the purchase of (4) four Ford Mavrick XL
trucks not exceeding $117,200.00.Funding Source: Police Department
Operating Budget. - Presented by: Frank Trammer
January 8, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 6

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 6:00 p.m. - City Hall Levi Meeting Room (Jan 9)
• Main Street Advisory Board Meeting 2nd Friday of each month -
Welcome Center/Main Street Offices located at 130 M L King, Sr.
Heritage Trail at 9am (Jan 12).
• Downtown Development Authority Meeting, 3rd Tuesday of each month
Welcome Center 130 M L King, Sr. Heritage Trail (Jan 16)
• Youth Council Advisory Committee Meeting, 6:30 p.m. -3rd Tuesday of
each month Levi Meeting Room - City Hall (Jan 16)
• Planning Commission Meeting, 6:30 p.m. - City Hall Council Chamber -
(Jan 24)
• City Council Work Session Meeting, last Tuesday of each month at 6:00
p.m. - City Hall Council Chamber (Jan 30)
• Stockbridge Citizens-Police Advisory Council meeting 1st Thursday of
each month at 6:00 p.m. at the Stockbridge Police Community Room
4545 N. Henry Blvd. (Feb 1)
• City Council Meeting 2nd Monday of each month at 6:00 p.m. - City Hall
Council Chamber (Feb 12)
• Youth Council Meeting 2nd Monday of each month at 6:30 p.m. - City
Hall Levi Meeting Room (Feb 12)

UPCOMING CITY EVENTS/INITIATIVES

• Join Councilman Alexander for the Annual MLK Jr. Day of Service
Community Cleanup on Hudson Bridge Rd., Saturday, January 13th
from 9am - 11am; Please park the Hudson Bridge Parking Lot, For more
information please contact Rosalynd Rawls at 678-833-3348 or
rrawls@stockbridgega.org
• Join Councilman Thomas for the monthly Senior Bingo Bash on
Wednesday, January 17th from 10am - 12pm at the Merle Manders
Conference Center, 111 Davis Rd. for raffles, prizes, games, snacks and
fun! For more information, please contact Rosalynd Rawls at 678-833-
3348 or rrawls@stockbridgega.org
• Join Mayor Ford for the monthly Meet the Mayor on Monday, January
22nd from 10am – noon. Please contact Rosalynd Rawls to schedule an
appointment at 678-833-3348 or via email at rrawls@stockbridgega.org

January 8, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 7

• 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.
• 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 to rrawls@stockbridgega.org

MAYOR'S COMMENTS (Mayor Anthony Ford)

EXECUTIVE SESSION (Exemptions to the Georgia Open Meetings Acts)

ADJOURNMENT

January 8, 2024 6:00 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
CITY COUNCIL MEETING
SUMMARY MINUTES
MONDAY, NOVEMBER 13, 2023 6:00 P.M.
Mayor & City Council
Mayor Anthony S. Ford At-Large
Mayor Pro Tem Yolanda Barber – Council District 4
Councilman Elton Alexander – Council District 5
Councilman John Blount – Council District 3
Councilwoman LaKeisha Gantt – Council District 1
Councilman Alphonso Thomas – Council District 2
Administration
Frederick Gardiner – City Manager
Vanessa Holiday – City Clerk
John Wiggins – 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.
The meeting was called to order by Mayor Ford at 6:00 p.m.
Invocation by Mr. Mike Davis

The Pledge of Allegiance was recited by all in attendance.

City Clerk, Vanessa Holiday was asked to proceed with a verbal roll call. All Members
were present.

Motion to amend the Agenda - to defer Items #12, Item #13, Item #14 to be heard at the
December 11, 2023 meeting per the applicant’s request made by Councilwoman Gantt;
seconded by Councilman Blount. The motion passed unanimously 5-0.
Motion to adopt the Agenda – Motion to adopt the Agenda made by Councilwoman
Gantt; seconded by Councilman Alexander. The motion passed unanimously 5-0.
Motion to approve the Minutes for the following meetings made Councilman Alexander;
seconded by Councilman Blount. The motion passed unanimously 5-0.
1. Council Meeting Minutes September 11, 2023
2. Work Session Minutes September 26, 2023

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PUBLIC COMMENTS
All persons wishing to speak for public comment must sign in with the City Clerk prior to
the beginning of the meeting noting your name, address, and phone number. You will be
allotted three (3) minutes. Speakers must respect all members of the elected body,
officials, and staff. Defamation, unruliness and/or swearing will not be tolerated.
There were no public comments.

CEREMONIAL REVIEW
3. Mayor Ford reviewed the proclamations for: World Pancreatic Cancer
Day, Small Business Saturday, the 2023 Bizness Matters Expo and
National Native American Indian Month.
Motion to amend the Agenda to recognize an employee who recently
retired with 32 years of service made by Councilman Thomas; seconded
by Councilwoman Gantt. The motion passed unanimously 5-0.

The Mayor & Council presented retiree Tommy Mosley with a plaque from
the city for his 32 years of service.

PRESENTATION
4. REVISED PROVISIONS TO STATE ZONING PROCEDURES LAW.
A presentation on the State of Georgia's Zoning Procedures Law regarding
new mandated requirements.
Presented by: Ryan Anderson, Chief Planner and Ms. Rebecca Keifer of
Clark, Patterson, Lee (CPL).
Motion to approve Revised Provisions to the State Zoning Procedures
Lawas presented and timeline made by Councilwoman Gantt; seconded by
Councilman Thomas. The motion passed unanimously 5-0.

Attorney Washington stated that none of the Public Hearing cases
presented tonight are subject to the new State Zoning Procedures Law.

Ms. Keifer stated that all cases that existed prior to today would be
considered on a case by cases basis.

Councilwoman Gantt stated the policy should preserve the rights of the
landowner, and should be applicant driven, and requested a mandate of
Zoning Information Meetings to be required and written into the policy.

5. 2022 AUDITOR'S DISCUSSION & ANALYSIS OF THE ANNUAL
COMPREHENSIVE FINANCIAL REPORT FROM MAULDIN & JENKINS
Presented by: Frederick Gardiner, City Manager and Hope Pendergrass of
Mauldin & Jenkins, CPA.
Ms. Pendergrass noted the FY2022 Audit Report and Auditor Adjustments
reports prepared by Mauldin & Jenkins have been submitted to the city’s
Management staff, noting City has received an unmodified opinion; and
noted the City’s Finance Department has prepared an Annual
Comprehensive Financial Report for FY2022 and gave an overview of the
city’s CAFR (Comprehensive Financial Report) for FY2022; noting the
Fund Balance is approximately $4.5 million, and Utility Funds are holding
steady; noted there were material findings that can be corrected in 2023.
2|Page
Councilman Alexander noted the firm’s history and footprint of over 600
clients throughout the southeast; noted the city’s adoption of the 3.77
millage rate, and noted the city’s implementation of the police department
for public safety reasons has impacted the budget; and asked the City
Manager to review the impact of the property tax.

Mr. Gardiner noted the property tax will not be the major source of
revenue, and that LOST and SPLOST is the city’s major source of
revenue, and noted the city is headed toward 50,000 fast and needs to
take that into consideration, and projects escrows to be around $5 million
to $6 million dollars.

Ms. Pendegrass noted with the city’s budget cycle that ends December 31,
you will receive most revenue at the end of the year 12/31, noting the city’s
expenditures are throughout the year, and the Council needs to take that
into consideration.

Mr. Gardiner noted that while the city approved a 3.77 millage rate, citizens
were already paying 1.904 for public safety to Henry County, therefore, the
actual millage added to the budget will be approximately 1.866.

Councilman Alexander noted the millage allows for public safety with 60
officers patrolling the city of Stockbridge.

Mayor Pro Tem Barber asked if the Engagement Letter, and Budget and
General Ledger Adjustments were included in the report.

Ms. Pendegrass noted they were not, however, there are budget to actual
reports included.

Mayor Pro Tem Barber made a request to receive a copy of the
Engagement Letter for the audit firm, the FY2022 Audit Report, all
Management Reports and Auditor Adjustments that were submitted to
management staff from Mauldin & Jenkins.

Councilman Thomas requested to receive the reports as well, noting
Management has a copy, but Council does not.

Ms. Pendegrass noted it is the practice of the auditor to submit the reports
to management for distribution to the governing body.

Mr. Gardiner confirmed the reports would be submitted as requested.

Councilwoman Gantt asked the Auditor to explain audit adjustments.

Mr. Pendegrass noted Management records the activities of the city in a
general ledger, which is essentially the books and records of the city’s
transactions; and the city’s finance staff presents the final numbers to the
Auditor for audit, and findings and corrections are submitted to the city’s
management as audit adjustments and included as part of the final audit.
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CONSENT AGENDA
6. Council consideration to approve the use of the Merle Manders Conference
Center Ballroom for a Youth Council Holiday Event on December 16, 2023.
Motion to approve the Consent Agenda made by Councilman Alexander;
seconded by Councilwoman Gantt. The motion passed unanimously 5-0.

Mayor Ford asked for a Motion to amend the Agenda to hear Item #18
(Homestead Exemptions). Motion to amend the Agenda made by
Councilwoman Gantt; seconded by Councilman Blount.

During discussion, Mayor Pro Tem Barber noted that Homestead
Exemption item, along with the audit information was just distributed to the
Governing Body right before the meeting and that the Council has not had
an opportunity to read and review the information and will only vote for
discussion and not approval of the item.

The motion to amend the Agenda passed unanimously 5-0.

Mr. Gardiner noted the information would not require a vote tonight, and
apologized for the late distribution of information, and suggested the
Council review the information and come back for a vote on the
exemptions at the next meeting where a Resolution will be presented to the
state legislature.

Mayor Pro Tem Barber asked that her vote to be rescinded to allow for the
Public Hearing Items to be heard as presented on the Agenda,

Councilman Thomas stated that because Item #18 is a presentation, and
out of respect for the citizens present for the Public Hearing, and also
considering the information was just presented to the Governing Body
tonight, and that the item should remain in its current position on the
Agenda, and rescinded his vote and asked that other members of the
Council do the same.

Councilman Blount noted the Homestead Exemption item is important for
homeowners to hear as it relates to their taxes and did not view this matter
as disrespect to the citizens.

Councilman Thomas noted the disrespect is leapfrog Item #18 over the
Public Hearing items.

Mayor Ford asked legal for an opinion to remedy the action on the floor.

Councilman Thomas motioned to hear Item #18 in its current position on
the Agenda; seconded by Councilman Blount. The motion passed
unanimously 5-0.

Mayor Ford read the Public Hearing Rules.

4|Page
PUBLIC HEARING
7. Council consideration to approve the adoption of the 2024-2028 City of
Stockbridge Short-Term Work Program and Capital Improvements Element
(STWP/CIE).Presented by: Ryan Anderson, Chief Planner
Mr. Anderson gave a brief overview of the projects and categories included
in the plan.
Public Hearing Opened There were no comments. Public Hearing Closed.
Motion to approve the adoption of the 2024-2028 City of Stockbridge
Short-Term Work Program and Capital Improvements Element
(STWP/CIE) made by Councilman Alexander; seconded by
Councilwoman Gantt. The motion passed 4-0. (Councilman Thomas was
not present for the vote).

8. ZONING MODIFICATION CASE #ZM-2023-01. (Council District 5)
Council consideration of a request for a zoning modification to amend the
Bridges at Jodeco Conceptual Plan to allow multi-family residential
development in Pod A and to allow senior family residential in Pod B,
identified by Parcel #053-01018000. The property has 14.630 +/- acres,
and it is accessed via Chen Parkway and Argento Drive in Land Lots 77,
78, & 83 of District 6. Application by Michelle Y. Saade, Member
(Applicant) of Southern Consulting Services, Inc. (Owner). The Staff
recommendation is approval, and the Planning Commission
Recommendation is approval. Applicant requested a deferral to the
November 13, 2023 Council meeting.
Presented by: Ryan Anderson, Interim Community Development Director
Mr. Anderson presented an overview of the case.

Mr. Jeff Grant noted the only request is to approve the modification as
requested and highlighted current and future development in the Bridges of
Jodeco area.

Public Hearing Opened. There were no comments. Public Hearing Closed.

Motion to approve ZM-2023-01 made by Councilman Alexander;
seconded by Councilwoman Gantt. The motion passed unanimously 5-0.

9. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-02. (Council
District 4)
Council consideration of a request for a Comprehensive Plan
Amendment to assign the future land use designation of ‘High-Density
Residential’ to property at 55 Valley Hill Road to allow for the construction
of a townhome development. The applicant is D.R. Horton, Inc.,
represented by Tiffany Hogan. The property represents Parcel Number
S16-01006000, located in Land Lot 69 of District 12, and it contains 24.96
+/- acres within the Stockbridge city limits.
The Staff recommendation is approval, and the Planning Commission
recommendation is denial. Applicant requested a deferral to the November
13, 2023 Council meeting.
Presented by: Ryan Anderson, Chief Planner

5|Page
Mr. Anderson presented case no. CP-2023-02 and gave an overview of
the Comprehensive Plan Amendment request, noting a new site plan had
been submitted by the applicant earlier today and is therefore different
than what has been submitted to the Council, noting the number of units
has been reduced.

Ms. Hogan, who represents the applicant, D. R. Horton, Inc., gave an
overview of the Comprehensive Plan Amendment request relating to the
proposed development, and introduced Mr. Clay Smith of Keck and Wood,
who noted a Traffic Study had been completed.
Public Hearing Opened. No opponents spoke in favor.
Speakers Opposed: Mr. Stehen Bradford; Mr. Richard Barrett; Ms. Joyce
Andrews; Ms. Sandra Goings; Mr. John Reith; and Mr. Mike Davis.
Public Hearing Closed.
Ms. Hogan and Mr. Smith addressed inquiries from Mayor Pro Tem
Barber, Councilman Alexander, Councilman Blount, and Councilwoman
Gantt regarding the development.
Motion to approve CP-2023-02 made by Councilman Alexander;
seconded by Councilwoman Gantt. The motion passed 3-2. (Alexander,
Blount, Gantt Approved), (Barber and Thomas Opposed).
10. REZONING CASE #RZ-2023-03. (Council District 4)
Council consideration of a request for rezoning to assign the ‘MFR’
(Multiple Family Residential) zoning district to property at 55 Valley Hill
Road to allow for the construction of a townhome development. The
applicant/agent is D.R. Horton, Inc., represented by Tiffany Hogan. The
property represents Parcel Number S16-01006000, located in Land Lot 69
of District 12, and it contains 24.96 +/- acres within the Stockbridge City
Limits. The Staff recommendation is approval, and the Planning
Commission Recommendation is denial. Applicant requested a deferral to
the November 13, 2023 Council meeting.
Presented by: Ryan Anderson, Chief Planner
Mr. Anderson presented case #RZ-2023-03.
Councilwoman Gantt made a request for a legal opinion as to whether the
city is required to hold a Public Hearing for each related item.
Attorney Washington stated the items could all be presented together with
a single Public Hearing; however, each item would require a separate vote
of the Council.
Mayor Pro Tem Barber exited the meeting at 8:50 p.m.
Ms. Hogan noted the reduction in the number of units to 156, noted there
would be (84) additional guest parking throughout the development, noted
all units are 3-bedroom units and (1) 4-bedroom unit on the end; noted all
will be smart homes; noted the cul-de-sac has been removed; noted there

6|Page
would be 10’ sidewalks outside and 8’ sidewalks on both sides of the
street internally; noted the applicant agrees with the 5% rental cap and the
gate; and the conditions as requested by staff.
Public Hearing Opened. No opponents spoke in favor. Speakers
Opposed: Mr. Stehen Bradford; Ms. Eve Bradford; Ms. Jan Chappell; and
Mr. Richard Barrett.
Public Hearing Closed.
Mr. Anderson read the STAFF RECOMMENDATIONS into the record. The
rezoning of the property at 55 Valley Hill Road from LI to MFR via RZ-
2023-03 should be made with the following conditions:
1. Comprehensive Plan Amendment – The rezoning shall not be approved
unless the applicant’s requested Comprehensive Plan Amendment, via
CP-2023-02, to change the subject property’s future land use designation
from Light Industrial to High-Density Residential is approved before, or
simultaneously with, the approval of RZ-2023-03.
2. Variance – The rezoning shall not be approved unless the applicant’s
requested variance, via VR-2023-02, to reduce the required minimum front
yard setback from 50 feet to 25 feet, is approved before, or simultaneously
with, the approval of RZ-2023- 03.
3. Site Plan – The proposed townhome development shall be constructed
according to a design which is similar to the one that is shown on the
applicant’s submitted site plan, entitled “Concept Plan: Valley Hill Road
Tract; Valley Hill Road; Stockbridge, Georgia, Henry Co.”, which was
prepared by Bowman Consulting Group, Ltd., dated 7/11/23, and received
by the Planning and Zoning Office on July 3, 2023. The applicant shall
submit a revised site plan which shows and labels all required setbacks
and buffers, the number of unbuildable acres, and the net and gross
densities of the proposed development.
4. Additional Buffers -- The rezoning shall not be approved unless the
applicant submits a revised site plan which shows the required 25-foot
zoning buffer along the northern boundary, as well as the required 10-foot
buffer at the eastern site boundary, adjacent to the railroad right-of-way.
5. Sanitary Sewer Availability – The rezoning shall not be approved unless
the developer submits construction plans to the Stockbridge Public Works
Department by June 29, 2024, or that office otherwise determines that
sufficient sanitary sewer capacity is available to serve the proposed
development.
6. Traffic Impact Study – The rezoning shall not be approved unless the
applicant submits a traffic impact study which provides satisfactory traffic
and transportation data.
7. Environmental Impact Study – The rezoning shall not be approved
unless the applicant submits an environmental impact study which provides
satisfactory environmental data.
The additional conditions for a gate and 5% Rental Cap were added to the
conditions.

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Attorney Washington restated his legal opinion noting public hearing items
could all be presented together in a single Public Hearing; however, each
item would require a separate vote of the Council.
Motion to approve RZ-2023-03 with the conditions recommended by staff
and the added conditions of a gate to be consistent, and 5% rental cap
made by Councilman Alexander; seconded by Councilwoman Gantt. The
motion passed 3-0-1 (Alexander, Blount and Thomas approved) (Blount
Abstained). (Barber was not present for the vote).
11. VARIANCE CASE #VR-2023-02. (Council District 4)
Council consideration of a request for a variance on property at 55 Valley
Hill Road to allow for the construction of a townhome development. The
purpose of the variance is to allow the reduction in the front yard setbacks
from the required 50 feet to 25 feet in the MFR (Multiple Family
Residential) zoning district. The property represents Parcel Number S16-
01006000, located in Land Lot 69 of District 12, and it contains 24.96 +/-
acres within the Stockbridge City Limits. The Staff recommendation is
approval, and the Planning Commission Recommendation is denial.
Applicant requested a deferral to the November 13, 2023 Council meeting.
Mr. Anderson presented case #VR-2023-02.
Public Hearing Opened There were no speakers in favor.
Speaker Opposed: Mr. Dione Smith.
Public Hearing Closed.

Motion to approve VR-2023-02 with 30’ setback made by Councilman
Alexander; seconded by Councilwoman Gantt. The motion passed 4-0
(Barber was not present for the vote).

12. ANNEXATION CASE #AX-2023-03. (To be located in Council District 5.)
Council consideration of a request for the annexation of property at 77 and
87 Holloway Road (with frontage on Patrick Henry Parkway), located in
unincorporated Henry County, into the Stockbridge City Limits. The
applicant is NexMetro Acquisitions, LLC, c/o Battle Law, P.C. The property
contains two parcels, as are listed below, in Land Lot 50 of District 6, with
14.16 +/- total acres. Property at 77 Holloway Road (Parcel #052-
01023000) contains 1.16 +/- acres. The property at 87 Holloway Road
(Parcel #052-01024000) contains 13.00 +/- acres. The Staff
recommendation is approval, and the Planning Commission
recommendation is denial. Applicant requested the first deferral to the
November 13, 2023 meeting and the second deferral to the December 11,
2023 meeting.
Item Deferred to the December 11, 2023 Council Meeting at the
applicant’s request.

13. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-03. (To be
located in Council District 5.)
Council consideration of a request for a Comprehensive Plan
Amendment to assign the future land use designation of ‘High-Density
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Residential’ to property at 77 and 87 Holloway Road (with frontage on
Patrick Henry Parkway), located in unincorporated Henry County, if and
after the parcels are annexed into the Stockbridge City Limits. The
purpose of the request is to allow for a mixed residential development. The
applicant is NexMetro Acquisitions, LLC, c/o Battle Law, P.C. The property
contains two parcels, as are listed below, in Land Lot 50 of District 6, with
14.162 +/- total acres. The property at 77 Holloway Road (Parcel #052-
01023000) contains 1.160 +/- acres. The property at 87 Holloway Road
(Parcel #052-01024000) contains 13.012 +/- acres. Staff recommendation
is approval and Planning Commission recommendation is denial. Applicant
requested the first deferral to the November 13, 2023 Council meeting and
the second deferral to the December 11, 2023 meeting.
Item Deferred to the December 11, 2023 Council Meeting at the
applicant’s request.

14. REZONING CASE #RZ-2023-04. (To be located in Council District 5.)
Council consideration of a request for rezoning to assign the zoning district
of ‘PUD’ (Planned Unit Development) to two parcels on property at 77 and
87 Holloway Road (with frontage on Patrick Henry Parkway), located in
unincorporated Henry County, if and after the parcels are annexed into the
Stockbridge City Limits. The purpose of the request is to allow for a mixed
residential development. The applicant is NexMetro Acquisitions, LLC, c/o
Battle Law, P.C. The property contains two parcels, as are listed below, in
Land Lot 50 of District 6, with 14.162 +/- total acres. 77 Holloway Road
(Parcel 052-01023000) -- Contains 1.160 +/- acres. 87 Holloway Road
(Parcel #052-01024000) -- Contains 13.012 +/- acres. The Staff
recommendation is approval, and the Planning Commission
recommendation is denial. Applicant requested a first deferral to the
November 13, 2023 meeting, and a second deferral to the December 11,
2023 meeting.
Item Deferred to the December 11, 2023 Council Meeting at the
applicant’s request.

15. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-04.
(Council District 2)
Consideration of a request for a Comprehensive Plan Amendment to
change the future land use designation of three parcels on Davidson
Parkway and Walter Way from ‘Low-Density Vertical Mixed-Use’ to ‘High-
Density Residential’ to allow for a mixed residential development. The
applicant is D. R. Horton, Atlanta East, represented by Tiffany D. Hogan.
The property contains three parcels, as are listed below, in Land Lot 57 of
District 12, with 79.16 +/- total acres. Parcel #030-01009000 contains
73.859 +/- acres. Parcel #030-01009005 contains 3.636 +/- acres. Parcel
#030-01009006 contains 1.369 +/- acres. The Staff recommendation is
denial, and the Planning Commission recommendation is denial. The
applicant requested a deferral to the November 13, 2023 Council meeting.
Motion to Table to be heard at the December 11, 2023 meeting at the
applicant’s request to give the developer an opportunity to have a meeting
with the community members made by Councilman Thomas; seconded by

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Councilwoman Gantt. The motion passed 4-0 (Mayor Pro Tem Barber was
not present for the vote).

16. REZONING CASE #RZ-2023-05. (Council District 2)
Consideration of a request to rezone three parcels on Davidson Parkway
and Walter Way from ‘C-3’ (Heavy Commercial) to ‘PUD’ (Planned Unit
Development) to allow for a mixed residential development. The applicant
is D. R. Horton, Atlanta East, represented by Tiffany D. Hogan. The
property contains three parcels, as are listed below, in Land Lot 57 of
District 12, with 79.16 +/- total acres. Parcel #030-01009000 contains
73.859 +/- acres. Parcel #030-01009005 contains 3.636 +/- acres. Parcel
#030-01009006 contains 1.369 +/- acres. The Staff recommendation is
denial, and the Planning Commission recommendation is denial. The
applicant requested a deferral to the November 13, 2023 Council meeting.
Motion to Table to be heard at the December 11, 2023 meeting at the
applicant’s request to give the developer an opportunity to have a meeting
with the community members made by Councilman Thomas; seconded by
Councilwoman Gantt. The motion passed 4-0 (Mayor Pro Tem Barber was
not present for the vote).

17. First Reading of the Proposed FY2024 Operating Budget and Capital
Expenditures.
Presented by: Frederick Gardiner, City Manager
Mr. Gardiner presented the Proposed FY2024 Operating Budget and
Capital Expenditures of $26.7 million dollars with the major revenue source
being sales tax; noted the Memo to Council includes a proposal of a 4%
COLA (Cost of Living Adjustment) for employees who have not had a
COLA in the last two years and is contingent upon Council approval; moted
the request for (4) additional police department employees, with no other
department staff hires; noted no increase to employee health plan
deductions, noting this may change upon further discussions with the city’s
broke and bids received; referenced the 3.77 millage rate adopted; noted
the City is grow to approximately 50,000 residents over the next few years.

Councilwoman Gantt suggested bringing Building, Permitting and
Inspections in-house.

Mr. Gardiner noted he would have information and analysis at the next
meeting.
Public Hearing Opened. No speakers in Favor.
Speaker Opposed: Ms. Anne Fields
Public Hearing Closed.
Second Reading Date: November 28, 2023 6pm

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NEW BUSINESS
18. Council review & consideration of the Property Tax Homestead Exemption
Plan and Ordinance for 2025.
Presented by: Frederick Gardiner, City Manager and Ed Wall, Financial
Advisor
Mr. Gardiner and Mr. Wall presented a cafeteria list of exemptions and
asked for the Council to provide feedback that would be included in a
Resolution to be presented to the General Assembly in the 2024 session.
ANNOUNCEMENTS OF UPCOMING MEETINGS
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 for updates.
• Citywide Development Authority Meeting, 2nd Tuesday of each month at 6:00
p.m. - City Hall Levi Meeting Room (Nov 14)
• Downtown Development Authority Meeting, at the Welcome Center 130 M L
King, Sr. Heritage Trail – Rescheduled Date (Nov 14)
• Planning Commission Meeting, 6:30 p.m. - City Hall Council Chamber –
Rescheduled Meeting Date (Nov 16)
• Youth Council Advisory Committee Meeting, 6:30 p.m. -3rd Tuesday of each
month Levi Meeting Room - City Hall (Nov 21)
• City Council Work Session Meeting, last Tuesday of each month at 6:00 p.m. –
City Hall Council (Nov 28)
• 2nd Reading of the Proposed FY2024 Operating Budget – Public Hearing at 6:00
p.m. – City Hall Council Chamber (Nov 28).
• Stockbridge Citizens-Police Advisory Council meeting 1st Thursday of each
month at 6:00 p.m. at the Stockbridge Police Community Room 4545 N. Henry
Blvd. (Dec 7)
• Main Street Advisory Board Meeting, 2nd Friday of each month – Welcome
Center located at 130 M L King, Sr. Heritage Trail at 9am (Dec 8)
• City Council Meeting, 2nd Monday of each month at 6:00 p.m. – City Hall Council
Chamber (Dec 11)
• Adoption of the Proposed FY2024 Operating Budget – Public Hearing at 6:00
p.m. – City Hall Council Chamber (Dec 11).
• Youth Council Meeting, 6:30 p.m. - 2nd Monday of each month - City Hall Levi
Meeting Room - City Hall (Dec 11)

UPCOMING CITY EVENTS/INITIATIVES
o Join Councilman Blount for Bingo Bash, Wednesday, November 15th from 10am
– noon at the Merle Manders Conference Center located at 111 Davis Rd.
o Join Mayor Ford for the monthly Meet the Mayor on Monday, November 27th from
10am – noon. Please contact Rosalynd Rawls to schedule an appointment at
678-833-3348 or via email at rrawls@cityofstockbridge-ga.gov
o Calling all Veterans! Join the City of Stockbridge for the Annual Veterans Day
Luncheon on Friday, November 10th from 11am – 1pm at the Merle Manders
Conference Center as we honor those who have served and continue to serve
this great nation.
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o 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.
o 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 to rrawls@cityofstockbridge-ga.gov

MAYOR’S COMMENTS
Mayor Ford noted the city recently held an outstanding Veterans Day Luncheon, and
noted veterans were honored with a variety of activities throughout the weekend; noted
COVID-19 is still actively among us and encouraged everyone to get vaccinated, get
boosters and flu shots; and wished everyone a Happy Thanksgiving.
Attorney Washington noted the IGA (Intergovernmental Agreement) between the City of
Stockbridge and the Citywide Development Authority that was discussed at the last
meeting with changes by Councilwoman Gantt noting the revised copy has been placed
on the dais and is ready for the Council to approve.
Motion to approve the IGA between the City of Stockbridge and the Citywide
Development Authority made by Councilman Blount; seconded by Councilman
Alexander. The motion passed 4-0. (Barber was not present for the vote).
Motion to adjourn made by Councilman Thomas; seconded by Councilman Alexander.
The motion passed 4-0. (Barber was not present for the vote). The meeting adjourned
at 10:40 p.m.

Respectfully submitted by:

Vanessa Holiday, City Clerk Anthony S. Ford, Mayor

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WORK SESSION MEETING
SUMMARY MINUTES
TUESDAY, NOVEMBER 28, 2023 6:00 P.M.
Mayor & City Council
Mayor Anthony S. Ford At-Large
Mayor Pro Tem Yolanda Barber – Council District 4
Councilman Elton Alexander – Council District 5
Councilman John Blount – Council District 3
Councilwoman LaKeisha Gantt – Council District 1
Councilman Alphonso Thomas – Council District 2
Administration
Frederick Gardiner – City Manager
Vanessa Holiday – City Clerk
Vacant – 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.
The meeting was called to order by Mayor Ford at 6:04 p.m.
Invocation by Councilwoman Gantt

The Pledge of Allegiance was recited by all in attendance.

City Clerk, Vanessa Holiday was asked to proceed with a verbal roll call. All Members
were present except Councilman Blount.

Motion to amend the Agenda - to add Item # 11 – Transfer of Properties to the Citywide
Development Authority made by Councilwoman Gantt; seconded by Councilman
Alexander. The motion passed unanimously 4-0.

Motion to adopt the Agenda – Motion to adopt the Agenda made by Councilwoman
Gantt; seconded by Councilman Alexander. The motion passed unanimously 4-0.

Review of Draft Minutes for the following meetings with no action:
1. Council Meeting Minutes October 9, 2023
2. Work Session Minutes October 30, 2023

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PUBLIC COMMENTS
All persons wishing to speak for public comment must sign in with the City Clerk prior to
the beginning of the meeting noting your name, address, and phone number. You will be
allotted three (3) minutes. Speakers must respect all members of the elected body,
officials, and staff. Defamation, unruliness and/or swearing will not be tolerated.
There were no public comments.

PRESENTATION
3. Presentation - Transportation Improvement Project for Valley Hill Road.
Presented by: Decius Aaron, Public Works Director and
Frederick Gardiner, City Manager
Mr. Gardiner referenced a meeting with the County Manager, noting the
County did an assessment of the deteriorating roads and agreed to a
partnership for road improvements.

Mayor Pro Tem Barber expressed her support of the collaboration and
requested the full assessment.

Councilman Alexander commended Mayor Pro Tem Barber and
Commissioner Robinson for working together on infrastructure
improvements.

Mr. Aaron stated he would provide the road assessment reports as
requested.

Motion to approve collaboration between the City of Stockbridge and Henry
County to repave sections of Valley Hill Road – 50/50 Split with the County
- $200,000 each entity with the City utilizing SPLOST funds made by
Mayor Pro Tem Barber; seconded by Councilman Alexander. The motion
passed unanimously 4-0.

4. Presentation - Improved Service Delivery for Building and Development
Inspections. Presented by: Ryan Anderson, Chief Planner
Mr. Anderson noted the Engineering positions would remain with the
contractors as they are providing excellent service, and that the Building
Official, Building Inspector and Permit Technician positions would be
brought in-house in the Community Development Department.

Councilman Thomas referenced the request and presentation he
presented to Council for this action and is glad to see that this is now
moving forward.

Motion to authorize staff to move forward with Improved Service Delivery
for Building and Development Inspections positions in the Community
Development Department made by Councilwoman Gantt; seconded by
Councilman Thomas. The motion passed unanimously 4-0.

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5. Presentation – Potential future development of area under an approved
Master Plan that will provide for the coordinated growth of a new mixed-
use project.
Presented by: Frederick Gardiner, City Manager
Mr. Gardiner presented Patrick Henry Master Plan noting an opportunity to
develop the Southern Crescent; noted the city has been working with
property owners in the area with a portion already dedicated for
development with several entities expressing interest and will include
public/private partnerships; noting this would be a huge win for the
southside, with the goal of adoption by the Planning Commission and
Governing Body.

Councilman Alexander noted the proposed Master Plan will change the
map for Stockbridge, and the standards will be those presented in the
rendering.

Councilwoman Gantt expressed excitement, noting this is very much
needed for the City.

Councilman Thomas stated the presentation was great and is in favor.

Mayor Ford noted the Master Plan would be presented to the Planning
Commission in February and to the Governing Body in March 2024.

No Action Taken.

6. Presentation – Proposed Streetlight Assessment Program (3 Options)
Presented by: Decius Aaron, Public Works Director
Mr. Aaron presented options for streetlights in the city, noting costs are
escalating, and the County is turning the subdivisions previously in the
county over to the city. Option 1 – (Shared Cost by every Parcel)
Option 2 (City pays for lights on major thoroughfares, shared cost by every
parcel in subdivisions/neighborhoods). Option 3 (City pays 100% costs).

Mr. Aaron noted the current cost is $850,000 and that number does not
include the newly annexed areas.

Motion to approve Option 2 – The City pays for streetlights on major
thoroughfares and intersections and residents pay for streetlights in
neighborhoods and subdivisions. Homeowners not located in a
neighborhood or subdivision would be considered as if they were on a
major thoroughfare; staff shall return the assessment to Council for final
approval made by Councilwoman Gantt; seconded by Mayor Pro Tem
Barber. The motion passed unanimously 4-0.

3|Page
7. Presentation – Proposed SPLOST VI List.
Presented by: Frederick Gardiner, City Manager and
Decius Aaron, Public Works Director
Mr. Gardiner referenced the timeline and meeting dates and noted an IGA
(Intergovernmental Agreement) will need to be I place; discussion included
meetings with the City Managers from sister cities sooner to agree upon a
percentage; talk with citizens to get their buy in; and include the item on the
February 2024 Retreat Agenda to prioritize and categorize projects.

PUBLIC HEARING
8. Second Reading of the Proposed FY2024 Operating Budget and Capital
Expenditures.
Presented by: Frederick Gardiner, City Manager
Mr. Gardiner presented an overview of the proposed FY2024 Operating
Budget and Capital Expenditures, noting the city’s growth, and the costs
associated with providing services to the current and future residents and
businesses throughout the city; and the importance of investing and
making renovations and improvements where needed to remain
competitive; fielded questions and comments from the Council including
Other Fees and Taxes, Hotel/Motel Tax, Sanitation, Subsidizing the Merle
Manders Conference Center and developing a strategy or marketing plan
to help offset expenses; noted the increase in businesses in the downtown
spurred from the Amphitheater, and businesses associated with the lottery
due to the increase in population; discussion from the Council included a
referenced to the proposed Other Fees and Taxes line item being
drastically lower than 2024, where Mr. Gardiner’s response was that the
2023 numbers had been overstated; Councilman Alexander noted the
transfer to offset the expenses of the Conference Center is excessive and
there needs to be changes to better market the facility and reduce
expenses; Mayor Pro Tem Barber recommended the city engage in more
partnerships and requested the Auditor’s Engagement Letter and Budget
Adjustments and Audit Adjustment Reports for 2022; Councilman Thomas
noted the City Events should place more emphasis on the intention of the
event; and noted the budget report numbers were low in comparison and
requested a more current YTD2023 Budget Report for comparison to the
proposed FY2024 budget. Mr. Gardiner confirmed, noting the reports
contains YTD numbers through July 2023.
Public Hearing Opened. No opponents spoke in favor. Speakers Opposed:
Tasha Kemple.
Public Hearing Closed.
No Action Taken. Next Reading and Adoption Scheduled for December 11,
2023 at 6:00 p.m.

NEW BUSINESS
9. Council consideration to approve Site Engineering, Inc. to perform the
water utilities relocation for the Georgia Department of Transportation State
Route 138 and State Route 42 project (PI 322050) under the City’s Annual
Contractor Agreement in amount of $239,832.50. The funding source is
from SPLOST V.
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Presented by: Decius Aaron, Public Works Director
Motion to approve made by Councilwoman Gantt; seconded by Mayor Pro
Tem Barber. The motion passed unanimously 4-0.

10. Council review and consideration of Property Tax Homestead Exemption
Plan and Ordinance for 2025.
Presented by: Frederick Gardiner, City Manager
Mr. Gardiner noted the Council’s request to mirror the Henry County
exemptions that would take effect January 2025 following approval by the
Council and submission to the Local Delegation for approval by the
General Assembly and a ballot referendum; noted the 3.77 mil assessed
by the Council and the proposed exemptions could cause a $200,000 gap
if implemented as proposed; discussion of the Septic Exemption where
staff was tasked with bringing an assessment to the Council for approval
and an overall cafeteria list of exemptions for Council consideration and
approval.

11. Council consideration to transfer city property parcel ID No. 032-010-30015
(North Park) to the Citywide Development Authority for development.
Presented by: Frederick Gardiner, City Manager
Motion to approve w/two-year claw back included made by Councilwoman
Gantt; seconded by Councilman Alexander. The motion passed 3-0-1
(Alexander, Gantt and Thomas Approved) (Baber Abstained).

ANNOUNCEMENTS OF UPCOMING MEETINGS
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 the website www.stockbridgega.org for
updates.

o Stockbridge Citizens-Police Advisory Council meeting 1st Thursday of each
month at 6:00 p.m. at the Stockbridge Police Community Room 4545 N. Henry
Blvd. (Dec 7)
o Main Street Advisory Board Meeting, 2nd Friday of each month – Welcome
Center located at 130 M L King, Sr. Heritage Trail at 9am (Dec 8)
o City Council Meeting, 2nd Monday of each month at 6:00 p.m. – City Hall Council
Chamber (Dec 11)
o Adoption of the Proposed FY2024 Operating Budget – Public Hearing at 6:00
p.m. – City Hall Council Chamber (Dec 11).
o Youth Council Meeting, 6:30 p.m. - 2nd Monday of each month - City Hall Levi
Meeting Room - City Hall (Dec 11)
o Citywide Development Authority Meeting, 2nd Tuesday of each month at 6:00
p.m. - City Hall Levi Meeting Room (Dec 12)
o Downtown Development Authority Meeting, at the Welcome Center 130 M L King,
Sr. Heritage Trail – Rescheduled Date (Dec 19)
o Planning Commission Meeting, 6:30 p.m. - City Hall Council Chamber – Dec/Jan
Meetings to be announced.
5|Page
o City Council Work Session Meeting, last Tuesday of each month at 6:00 p.m. –
City Hall Council (Dec 19)
o Youth Council Advisory Committee Meeting, 6:30 p.m. -3rd Tuesday of each
month Levi Meeting Room - City Hall (Dec 19)

UPCOMING CITY EVENTS/INITIATIVES
o Councilman Thomas wants the community to be safe during the holiday season
and will be distributing FREE Smoke Detectors to the community. Date and
Location to be announced. Stay tuned for more information.
o Join Mayor Ford for the monthly Meet the Mayor on Monday, December 18th from
10am – noon. Please contact Rosalynd Rawls to schedule an appointment at
678-833-3348 or via email at rrawls@stockbridgega.org.
o 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.
o 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 to rrawls@stockbridgega.org.
o The City’s Annual Holiday and Tree Lighting Festival is scheduled to take place
on Friday, December 1st from 5:30 – 9:00 p.m. at the Stockbridge Amphitheater
Parking Lot. However, the event may be rescheduled due to the threat of rain.
Stay tuned to the city’s Facebook page and website for updates.

MAYOR’S COMMENTS
Mayor Ford noted COVID-19 is still actively among us and encouraged everyone to get
vaccinated, get boosters and flu shots and stay healthy; offered condolences to the
Carter family for the recent passing of former first lady Rosalynn Carter, who was a
great humanitarian, and asked that everyone keep the Carter family in prayer; noted
Early Voting for District 2 Commissioner was underway at the Merle Manders
Conference Center, with the Special Election Runoff Day on December 5th; hoped
everyone enjoyed their Thanksgiving holiday with friends and family; congratulated the
Atlanta Falcons with the win over the New Orleans Saints; noted the upcoming SEC
Championship game between Alabama and the Georgia at the Mercedes Benz Stadium
this Saturday; referenced an outstanding performance by the Lighthouse Jr. Choir and
Dance Team that took place last Saturday at the Merle Manders Conference Center,
and thanked State Representative Angela Moore and El Mahdi Holly for inviting the
group to perform in Stockbridge; and noted the city Holiday Festival is scheduled to take
place this Friday, but to stay tuned due to approaching bad weather..
Motion to adjourn made by Councilman Thomas; seconded by Councilwoman Gantt.
The motion passed unanimously 4-0. The meeting adjourned at 8:42 p.m.

Respectfully submitted by:

Vanessa Holiday, City Clerk Anthony S. Ford, Mayor

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CITY COUNCIL MEETING
SUMMARY MINUTES
MONDAY, DECEMBER 11, 2023 6:00 P.M.
Mayor & City Council
Mayor Anthony S. Ford At-Large
Mayor Pro Tem Yolanda Barber – Council District 4
Councilman Elton Alexander – Council District 5
Councilman John Blount – Council District 3
Councilwoman LaKeisha Gantt – Council District 1
Councilman Alphonso Thomas – Council District 2
Administration
Frederick Gardiner – City Manager
Vanessa Holiday – City Clerk
Vacant – 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.
The meeting was called to order by Mayor Ford at 6:00 p.m.
Invocation by Councilman Blount

The Pledge of Allegiance was recited by all in attendance.

City Clerk, Vanessa Holiday was asked to proceed with a verbal roll call. All Members
were present except Councilwoman Gantt.

Motion to adopt the Agenda made by Councilman Alexander seconded by Councilman
Blount. The motion passed unanimously 5-0.
Motion to approve the Minutes for the following meetings made Councilman Alexander;
seconded by Councilman Blount. The motion passed unanimously 5-0.
1. Council Meeting Minutes October 9, 2023
2. Work Session Minutes October 30, 2023

PUBLIC COMMENTS
All persons wishing to speak for public comment must sign in with the City Clerk prior to
the beginning of the meeting noting your name, address, and phone number. You will be
allotted three (3) minutes. Speakers must respect all members of the elected body,
officials, and staff. Defamation, unruliness and/or swearing will not be tolerated.
There were no public comments.

1|Page
CEREMONIAL REVIEW
3. Mayor Ford reviewed the Proclamation for the 100th Anniversary of the
Equal Rights Amendment presented to the N.O.W. President,
Ms. Triana Arnold James.

Councilwoman Gantt joined the meeting at 6:04 p.m.

CONSENT AGENDA
4. Approval of the 2024 Public Meetings Schedules
Approval of the 2024 Agenda Timeline
Approval of the 2024 Holiday Calendar
Approval of the 2024 City Council Initiatives Calendar
Approval of the 2024 Events Calendar Approval of the re-appointment of
Main Street Advisory Board Members: Andrea Burnett, Anika Potts, Willie
Hopkins, Linda Jones, Shomari Furtch, Vanessa Gibson, Camille Reynoso
Mason
Approval of the re-appointment of Downtown Development Authority
Board Members: Frangela Merritt, Robert Anderson and Warren
Washington
Approval of the re-appointment of Youth Council Advisory Committee
Members: Alfreda Renee Gourdine, Sharika Zellars, Arvia Hall, Derius
Peurifoy
Approval of the re-appointment of Public Facilities Authority Board
Members: Rashawn Rich George, and Toney Collins
Approval of the acceptance of a $300,000 grant from U.S. D.O.J./Bureau
of Justice Administration
Approval to procurement of(18) Flock License Plate Readers with (1)
Portable for the ease of deployment - $108,700.
Approval to accept a $165,000 grant from the office of Senator Raphael
Warnock via Edward G. Byrne's Law Enforcement for Mental Health and
Wellness Program.
Approval to accept the grant award of $2,000 from Walmart/5600 N. Henry
Blvd. & $3,400 from Walmart/1400 Hudson Bridge Rd.
Approval to accept the award of THE DOJ $160,000 for the Accreditation
Grant
Approval of the 2024 Worker's Compensation Renewal Policy - Key Risk
$107,107.00
Approval of the 2023 Bad Debt Write-Offs in the amount of $8,406.04.
Motion to approve the Consent Agenda made by Councilman Alexander;
seconded by Councilman Thomas. The motion passed unanimously 5-0.

UNFINISHED BUSINESS
5. Council Consideration to approve an Ordinance referencing the Cafeteria
List of Homestead Exemptions for the City of Stockbridge effective
January 1, 2025.
Presented by: Frederick Gardiner, City Manager
Motion to approve the List of Homestead Exemptions effective January 1,
2025 for the City of Stockbridge made by Councilman Alexander;
seconded by Mayor Pro Tem Barber. The motion passed unanimously 5-0.

2|Page
Mayor Ford read the Public Hearing Rules.

PUBLIC HEARING
6. ANNEXATION CASE #AX-2023-03. (To be located in Council District 5.)
Council consideration of a request for the annexation of property at 77 and
87 Holloway Road (with frontage on Patrick Henry Parkway), located in
unincorporated Henry County, into the Stockbridge City Limits. The
applicant is NexMetro Acquisitions, LLC, c/o Battle Law, P.C. The property
contains two parcels, as are listed below, in Land Lot 50 of District 6, with
14.16 +/- total acres. Property at 77 Holloway Road (Parcel #052-
01023000) contains 1.16 +/- acres. The property at 87 Holloway Road
(Parcel #052-01024000) contains 13.00 +/- acres. The Staff
recommendation is approval, and the Planning Commission
recommendation is denial. Applicant requested the first deferral to the
November 13, 2023 meeting and the second deferral to the December 11,
2023 meeting.
Presented by: Mr. Ryan Anderson, Chief Planner
Mr. Anderson presented an overview of the associated cases:
ANNEXATION CASE #AX-2023-03; COMPREHENSIVE PLAN
AMENDMENT CASE #CP-2023-03; and REZONING CASE #RZ-2023-04.
The Applicant’s Attorney, Michele Battle gave a presentation of the
proposed development and fielded questions from the Mayor & Council,
and requested the Recombination of Parcels language be removed, staff
agreed; requested the new site plan as of November 30, 2023 relocating
the dumpster location replace the previous version dated March 29, 2023,
staff agreed; noted the development would utilize a property management
company not a Homeowners Association; agreed to a 10’ path along
Patrick Henry Pkwy.;6’ Internal Sidewalks, and the 25’ buffer would not be
required; and added the Condition to add 8’ path along Holloway Rd.; and
added a Condition to add flock cameras at both entrances, along with
Staff Recommended Conditions.
Public Hearing Opened
No Speakers in Favor
Speakers Opposed: Ms. Connie Snow, Ms. Tasha Kemple and Ms. Anne
Fields read by the City Clerk.
Public Hearing Closed.
Motion to approve ANNEXATION CASE #AX-2023-03 made by
Councilman Alexander; seconded by Councilman Blount. The motion
passed unanimously 5-0.

7. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-03. (To be
located in Council District 5.)
Council consideration of a request for a Comprehensive Plan
Amendment to assign the future land use designation of ‘High-Density
Residential’ to property at 77 and 87 Holloway Road (with frontage on
Patrick Henry Parkway), located in unincorporated Henry County, if and
after the parcels are annexed into the Stockbridge City Limits. The
purpose of the request is to allow for a mixed residential development. The
applicant is NexMetro Acquisitions, LLC, c/o Battle Law, P.C. The property
contains two parcels, as are listed below, in Land Lot 50 of District 6, with
3|Page
14.162 +/- total acres. The property at 77 Holloway Road (Parcel #052-
01023000) contains 1.160 +/- acres. The property at 87 Holloway Road
(Parcel #052-01024000) contains 13.012 +/- acres. Staff recommendation
is approval and Planning Commission recommendation is denial. Applicant
requested the first deferral to the November 13, 2023 Council meeting and
the second deferral to the December 11, 2023 meeting.
Motion to approve COMPREHENSIVE PLAN AMENDMENT CASE #CP-
2023-03 made by Councilman Alexander; seconded by Councilwoman
Gantt. The motion passed 4-0-1 (Alexander, Blount, Gantt and Thomas
Approved); (Barber Abstained).

8. REZONING CASE #RZ-2023-04. (To be located in Council District 5.)
Council consideration of a request for rezoning to assign the zoning district
of ‘PUD’ (Planned Unit Development) to two parcels on property at 77 and
87 Holloway Road (with frontage on Patrick Henry Parkway), located in
unincorporated Henry County, if and after the parcels are annexed into the
Stockbridge City Limits. The purpose of the request is to allow for a mixed
residential development. The applicant is NexMetro Acquisitions, LLC, c/o
Battle Law, P.C. The property contains two parcels, as are listed below, in
Land Lot 50 of District 6, with 14.162 +/- total acres. 77 Holloway Road
(Parcel 052-01023000) -- Contains 1.160 +/- acres. 87 Holloway Road
(Parcel #052-01024000) -- Contains 13.012 +/- acres. The Staff
recommendation is approval, and the Planning Commission
recommendation is denial. Applicant requested a first deferral to the
November 13, 2023 meeting, and a second deferral to the December 11,
2023 meeting.
Motion to approve REZONING CASE #RZ-2023-04 with Amendments and
Conditions: Recombination of Parcels language be removed, staff agreed;
requested the new site plan as of November 30, 2023 relocating the
dumpster location replace the previous version dated March 29, 2023,
staff agreed; noted the development would utilize a property management
company not a Homeowners Association; agreed to a 10’ path along
Patrick Henry Pkwy.; 6’ Internal Sidewalks; 25’ buffer would not be
required; 8’ path along Holloway Rd.; flock cameras at both entrances and
Staff Recommended Conditions made by Councilman Alexander;
seconded by Councilman Blount. The motion passed 4-0-1 (Alexander,
Blount, Gantt and Thomas Approved); (Barber Abstained).

9. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-04.
(Council District 2)
Consideration of a request for a Comprehensive Plan Amendment to
change the future land use designation of three parcels on Davidson
Parkway and Walter Way from ‘Low-Density Vertical Mixed-Use’ to ‘High-
Density Residential’ to allow for a mixed residential development. The
applicant is D. R. Horton, Atlanta East, represented by Tiffany D. Hogan.
The property contains three parcels, as are listed below, in Land Lot 57 of
District 12, with 79.16 +/- total acres. Parcel #030-01009000 contains
73.859 +/- acres. Parcel #030-01009005 contains 3.636 +/- acres. Parcel
#030-01009006 contains 1.369 +/- acres. The Staff recommendation is

4|Page
denial, and the Planning Commission recommendation is denial. The
applicant requested a deferral to the November 13, 2023 Council meeting.
This item was not presented. It was noted that the city’s updated
Comprehensive Plan addresses this.

10. REZONING CASE #RZ-2023-05. (Council District 2)
Consideration of a request to rezone three parcels on Davidson Parkway
and Walter Way from ‘C-3’ (Heavy Commercial) to ‘PUD’ (Planned Unit
Development) to allow for a mixed residential development. The applicant
is D. R. Horton, Atlanta East, represented by Tiffany D. Hogan. The
property contains three parcels, as are listed below, in Land Lot 57 of
District 12, with 79.16 +/- total acres. Parcel #030-01009000 contains
73.859 +/- acres. Parcel #030-01009005 contains 3.636 +/- acres. Parcel
#030-01009006 contains 1.369 +/- acres. The Staff recommendation is
denial, and the Planning Commission recommendation is denial. The
applicant requested a deferral to the November 13, 2023 Council meeting.
Mr. Anderson presented an overview of REZONING CASE #RZ-2023-05.
The Applicant’s Attorney, Tiffany Hogan, gave a presentation of the
proposed development and fielded questions from the Mayor & Council.
Ms. Hogan asked for the case to be deferred.
Motion to Defer to be heard at the March 4, 2024 meeting at the applicant’s
request made by Councilman Thomas; seconded by Councilman Blount.
The motion passed unanimously 5-0.

11. ANNEXATION CASE #AX-2023-04. (To be located in Council District 5.)
Consideration of a request for the annexation of property at 2250 and 2206
Jodeco Road, located in unincorporated Henry County, into the
Stockbridge City Limits to allow for the construction of a mixed-use
development. The applicant is Marketplace Storefronts, LLC. The
property contains two parcels, as are listed below, in Land Lot 78 of District
6, with 20.408 +/- total acres.
2250 Jodeco Road (Parcel #053-01017005) – Contains 20.138 +/- acres
within 3 tracts.
2206 Jodeco Road (Parcel #053-01017000) – Contains 0.27 +/- acres.
Presented by: Ryan Anderson, Chief Planner
Mr. Anderson presented an overview of the associated cases:
ANNEXATION CASE #AX-2023-04; COMPREHENSIVE PLAN
AMENDMENT CASE #CP-2023-05; and REZONING CASE #RZ-2023-06.
The Applicant’s Attorney, Kathy Watts Jones, gave a presentation of the
proposed development and fielded questions from the Mayor & Council,
and agreed to roof top, black mast poles, street pavers (with GDOT
approval) and flock cameras at the entrance.
Public Hearing Opened
No Speakers in Favor
No Speakers Opposed
Public Hearing Closed
Motion to approve ANNEXATION CASE #AX-2023-04 made by
Councilman Alexander; seconded by Councilman Blount. The motion
passed unanimously 5-0.

5|Page
12. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-05. (To be
located in Council District 5.)
Consideration of a request to assign the future land use designation of
‘High-Density Mixed-Use’ to property at 2250 and 2206 Jodeco
Road, located in unincorporated Henry County, into the Stockbridge City
Limits to allow for the construction of a mixed-use development. The
applicant is Marketplace Storefronts, LLC. The property contains two
parcels, as are listed below, in Land Lot 78 of District 6, with 20.408 +/-
total acres.
2250 Jodeco Road (Parcel #053-01017005) – Contains 20.138 +/- acres
within 3 tracts.
2206 Jodeco Road (Parcel #053-01017000) – Contains 0.27 +/- acres.
Presented by: Ryan Anderson, Chief Planner
Motion to approve COMPREHENSIVE PLAN AMENDMENT CASE #CP-
2023-05 made by Councilman Alexander; seconded by Councilwoman
Gantt. The motion passed unanimously 5-0.

13. REZONING CASE #RZ-2023-06 (To be located in Council District 5.)
Consideration of a request to assign the zoning district of ‘PUD’ (Planned
Unit Development) to four parcels at 2250 and 2206 Jodeco Road, located
in unincorporated Henry County, if and after the parcels are annexed into
the Stockbridge City Limits, to allow for the construction of a mixed-use
development. The applicant is Marketplace Storefronts, LLC. The
property contains two parcels, as are listed below, in Land Lot 78 of District
6, with 20.408 +/- total acres.
2250 Jodeco Road (Parcel #053-01017005) – Contains 20.138 +/- acres
within 3 tracts.
2206 Jodeco Road (Parcel #053-01017000) – Contains 0.27 +/- acres.
Presented by: Ryan Anderson, Chief Planner
Motion to approve REZONING CASE #RZ-2023-06 with additional
Conditions: roof top, black mast poles, street pavers (with GDOT approval)
and flock cameras at the entrance along with Staff Recommended
Conditions made by Councilman Alexander; seconded by Councilman
Blount. The motion passed unanimously 5-0

14. Final Reading and Adoption of the Proposed FY2024 Operating Budget
and Capital Expenditures.
Presented by: Frederick Gardiner, City Manager
Mr. Gardiner presented an overview of the Proposed FY2024 Operating
Budget and Capital Expenditures of $26,711,636.00 and an overall
combined budget of $61,134,478.00, noting there were no comments
received from the Governing Body.

Mayor Pro Tem Barber stated she has not received a copy of the
Engagement Letter or the Audit Report from Mauldin & Jenkins, Budget
Adjustments or Audit Adjustments and requested the reports be emailed to
her.

6|Page
Councilman Thomas motioned to amend the Organizational Chart to move
Events under the Economic Development Department; there was not a
second; the motion was withdrawn.
Public Hearing Opened.
No speakers in Favor.
No speakers Opposed.
Speaker Opposed: Ms. Anne Fields
Public Hearing Closed.
Motion to approve the FY2024 Operating Budget and Capital Expenditures
in the amount of $26,711,636 and Overall Budget of $61,134,478 as
presented made by Councilwoman Gantt; seconded by Councilman
Alexander. The motion passed 4-0-1 (Alexander, Blount, Gantt and
Thomas Approved) (Barber Abstained, noting her request for information
has not been received).
NEW BUSINESS
15. Council Consideration to fill a vacancy and appoint members to the
Citywide Development Authority.
Presented by: Vanessa Holiday, City Clerk
Motion to appoint Terri Marie Gleaton and Deverick Morgan to fill
unexpired terms made by Councilman Blount; seconded by Councilman
Alexander. The motion passed unanimously 5-0.

16. Council Consideration to fill a vacancy and appoint a member to the Youth
Council Advisory Committee.
Presented by: Vanessa Holiday, City Clerk
Motion to appoint Paige Jones, III for a two-year term made by Councilman
Blount; seconded by Councilwoman Gantt. The motion passed
unanimously 5-0.

17. Council Consideration to fill a vacancy and appoint a member to the
Downtown Development Authority.
Presented by: Vanessa Holiday, City Clerk
Motion to appoint Darrell Stamper for a four-year term made by
Councilman Blount; seconded by Councilwoman Gantt. The motion passed
unanimously 5-0.

ANNOUNCEMENTS OF UPCOMING MEETINGS
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 for updates.
• The City Council Work Session Scheduled for Tuesday, December 19th at 6pm
has been canceled.

7|Page
• Stockbridge Citizens-Police Advisory Council meeting 1st Thursday of each
month at 6:00 p.m. at the Stockbridge Police Community Room 4545 N. Henry
Blvd. (Jan 4)
• City Council Meeting 2nd Monday of each month at 6:00 p.m. - City Hall Council
Chamber (Jan 8)
• Youth Council Meeting, 6:30 p.m. - 2nd Monday each month - City Hall Levi
Meeting Room (Jan 8)
• Citywide Development Authority Meeting, 2nd Tuesday of each month at 6:00
p.m. - City Hall Levi Meeting Room (Jan 9)
• Main Street Advisory Board Meeting 2nd Friday of each month - Welcome
Center/Main Street Offices located at 130 M L King, Sr. Heritage Trail at 9am
(Jan 12).
• Downtown Development Authority Meeting, 3rd Tuesday of each month
Welcome Center 130 M L King, Sr. Heritage Trail (Jan 16)
• Youth Council Advisory Committee Meeting, 6:30 p.m. -3rd Tuesday of each
month Levi Meeting Room - City Hall (Jan 16)
• Planning Commission Meeting, 6:30 p.m. - City Hall Council Chamber - (Jan 24)
• City Council Work Session Meeting, last Tuesday of each month at 6:00 p.m. -
City Hall Council Chamber (Jan 30)
UPCOMING CITY EVENTS/INITIATIVES
• Councilman Thomas will distribute FREE Smoke Detectors, Saturday, December
16th from 11am and while supplies last: Location 9900 Davidson Pkwy behind
Jiffy Lube on North Henry Blvd.
• Join Mayor Ford for the monthly Meet the Mayor on Monday, December 18th
from 10am – noon. Please contact Rosalynd Rawls to schedule an appointment
at 678-833-3348 or via email at rrawls@stockbridgega.org
• Join Councilman Blount for Bingo Bash on Wednesday, December 20th from
10am – noon at the Merle Manders Conference Center for FREE fun, games,
and snacks.
• 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.
• 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 to rrawls@stockbridgega.org

MAYOR’S COMMENTS
Mayor Ford noted COVID-19 is still actively among us and encouraged everyone to get
vaccinated, get boosters and flu shots, wishing everyone to remain healthy during this
holiday season and spend time with friends and family; and wished everyone Happy
Holidays, Merry Christmas, and a prosperous new year in the City of Stockbridge as we
continue to move the city forward; asked everyone to keep the faith as we continue to
do the best that we can to serve our citizens.

8|Page
Councilman Blount stated he has served the city diligently over the last eight years in
the best way that he could, and what he thought was best for the city; stated no one
comes in the position with the intention to mess up the city, and that everyone here has
a heart for the city; noted his prayers are with each councilmember as they continue to
diligently work for the city; stated he believes we are leaving this seat in good hands
with a man who loves the Lord and is a fellow Jaguar and welcomed the new
councilmember as a neighbor and friend; wished fellow colleagues well.
Motion to convene Executive Session for Personnel, Litigation and Real Estate made by
Councilman Blount; seconded by Councilwoman Gantt. The motion passed
unanimously 5-0.
Motion to adjourn Executive Session and approve an Affidavit made by Councilman
Thomas; seconded by Councilman Alexander. The motion passed 4-0 (Blount was not
present for the vote).
Motion to reconvene the meeting made by Councilman Thomas; seconded by
Councilwoman Gantt. The motion passed 4-0. 0 (Blount was not present for the vote).
Motion to approve the transfer of 114 M L King, Sr. Heritage Trail to the Downtown
Development Authority made by Councilwoman Gantt; seconded by Councilman
Alexander. The motion passed 4-0 (Blount was not present for the vote).
Motion to adjourn made by Councilman Thomas; seconded by Councilwoman Gantt.
The motion passed 4-0. (Blount was not present for the vote). The meeting adjourned at
10:31 p.m.

Respectfully submitted by:

Vanessa Holiday, City Clerk Anthony S. Ford, Mayor

9|Page
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02055000 Class R Owner PIERSON, MELVIN WADE & Land $65000
Property 941 BRANNAN Acreage 5.0 Address ANNIE IRENE Value:
Address RD 1100 BRANNAN RD Building $82800 Last 2 Sales
District County/UnIncorp MCDONOUGH GA 30253 Value: Date Price Reason Qual
Misc $2100 7/29/2021 $0 FAMLY/GIFT U
Value: 6/29/1980 $0 n/a U
Total $149900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 088-02057000 Class R Owner PIERSON MELVIN W & Land $228300
Property 1100 BRANNAN Acreage 42.11 Address ANNIE I Value:
Address RD 1100 BRANNAN RD Building $281900 Last 2 Sales
District County/UnIncorp MCDONOUGH GA Value: Date Price Reason Qual
30253 Misc $500 3/3/2020 $0 FAMLY/GIFT U
Value: 1/1/1973 $0 n/a U
Total $510700
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 070-01005001 Class R Owner CLARK FAMILY Land $16900
Property Acreage 12.994 Address INVESTMENTS LP Value:
Address 10587 COUNTY LINE Building $0 Last 2 Sales
District County/UnIncorp RD Value: Date Price Reason Qual
MIDLAND GA 31820 Misc $0 7/5/2011 $3,200 GOVERNMENT U
Value: 6/30/2009 $0 CORPORATE U
Total $16900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02056000 Class R Owner PIERSON H B Land Value: $647200
Last 2 Sales
Property Acreage 95.6 Address 941 BRANNAN RD Building $0
Date Price Reason Qual
Address MCDONOUGH GA Value:
10/1/1984 $0 n/a U
District County/UnIncorp 30253 Misc Value: $0
n/a $ n/a n/a
Total Value: $647200

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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
CIVIL LAND
EAST LAKE PK
WY
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
BRANNAN RD
PLANNING

AR SITE
BO
RW
AY

HW
HIG

AY
4 FALCON DESIGN
2N CONSULTANTS
WHITNEY LN
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
THIS BLOCK RESERVED FOR THE STOCKBRIDGE, GEORGIA 30281
VICINITY MAP
(GA WEST ZONE)
Ph (770)389-8666 - Fax (770)389-8656
CLERK OF THE SUPERIOR COURT L=49.60'
R=4,414.00' NOT TO SCALE NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
CH=S88° 14' 20"E E E NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 710-8908 Ph. (678) 807-7100
BRANNAN ROA
GRID NORTH
CL=49.60' E E
LEGEND D www.fdc-llc.com
P.O.C. 80' PUBLIC R/W E E E
DB DEED BOOK L LINE LABEL TRACT 2 E
PB PLAT BOOK PKS PK NAIL SET CATV
PG PAGE SSE SANITARY SEWER EASEMENT P.O.B.
IPS 5/8"
LL LAND LOT UE UTILITY EASEMENT TRACT 1
OTP OPEN TOP PIPE REF REFERENCE REBAR E
RB REBAR C/O SEWER CLEAN OUT OPEN S

N00°09'06"E 428.72'
SPACE E
IPF IRON PIN FOUND SQ. FT. SQUARE FOOT

303.51'
1/2" REBAR W/C FDC 000995 E
IPS
PROPOSED

PULTE HOME COMPANY, LLC
CTP CRIMP TOP PIPE IRON PIN FOUND
E TRACT 2A S
C&G CURB & GUTTER IRON PIN SET
R/W RIGHT OF WAY CALCULATED POINT PROPOSED
N/F NOW OR FORMERLY POWER POLE E TRACT 2B L=335.88'
-E- OVERHEAD POWER LINE FIRE HYDRANT LOT 32
E FH

LAND LOT 3, 7TH DISTRICT
R=1,234.00'

PURCHASE AREA EXHIBIT
CMP CORRUGATED METAL PIPE WATER VALVE IPS S85°22'10"E PROPOSED
LOT 31 IPS WV
SWMF STORMWATER MANAGEMENT FACILITY W WATER METER
S72 CH=S44° 03' 10"E
308.08' TRACT 2C N3
TBM TEMPORARY BENCHMARK D JUNCTION BOX THE CARLYLE AT ROCKPORT E SS
P.O.B. °26' CL=334.84'
LOT 30 IPS 56"E 8°
POB POINT OF BEGINNING S SANITARY SEWER MANHOLE 239
POC POINT OF COMMENCEMENT DROP INLET
A RETIREMENT COMMUNITY E
STRACT 2 .66' 29 31'5
PB 31, PG 50 LOT 29 E S5 9. 1"
RCP REINFORCED CONCRETE PIPE R/W MONUMENT IPS 8°3 87 E
DIP DUCTILE IRON PIPE SINGLE WING CATCH BASIN LOT 28 20 9'28 '
PVC POLYVINYL CHLORIDE PIPE DOUBLE WING CATCH BASIN IPS 8.7 "E
HDPE HIGH DENSITY POLYETHYLENE PIPE CURB INLET
LOT 27 E APPROXIMATE LOCATION OF 7'
R/ LOT 26 E ZONE A PER FEMA IPS
PL PROPERTY LINE HEADWALL
FLARED END SECTION 5 0' E PANEL 13151C0093D IPS
CL CENTERLINE LOT 25 SS
ID IDENTIFICATION G GAS METER AY 9'
B.S.L. BUILDING SETBACK LINE GAS VALVE W LOT 24
9 3.7 57"W
E 2 1'
BOC BACK OF CURB E ELECTRIC TRANSFORMER
YD
LOT 23
5' 2
.S8 4°
C CURVE LABEL T TELEPHONE PEDESTAL
H CL LOT 22
9 3 8 S S5 PROPOSED MB
CI CURB INLET LIGHT POST T W

HENRY COUNTY, GEORGIA
LOT 21 FH

BRANNAN ROAD
DE DRAINAGE EASEMENT RA E
E E TRACT 2D WV
ST
LOT 20 IPS
ASPHALT '5

S00°08'28"W 1413.52'
EOP EDGE OF PAVEMENT E E 4 S2 CATV

FH FIRE HYDRANT LOT 19
2 °3
5"E
CONCRETE
LOT 18 N5 TRACT 1
1'0
2-STORY
7°5 .22' CABIN "E
9'21
IPS
E SS E N/F 8 1
23 °
N68 9.22'

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
LOT 17
ST ANDREWS @ ROCKPORT E NC CLARK FAMILY INVESTMENTS, LP
PHASE 5
LOT 16 E E K
F TAX ID 070-01005001 29
LIN

1110.01'
PB 29, PG 237 I N- DB 12178, PG 201 E L=340.55'
IPS
S CHA PB 22, PG 263 TRACT 2 R=1,234.00'
5' WOODEN
CL E BUILDING CH=S13° 54' 22"E
IF IPS N47°21'23"W, 12.89 ACRES N/F
CL=339.47'
E E MELVIN WADE PIERSON
LL TO 156.63' 561,541 sq.ft.
& ANNIE IRENE PIERSON OUTHOUSE
N #1100 BRANNAN RD
3 D CATV

RI E S
IPS TAX ID 088-02057000 3' WOOD
DB 17032, PG 218
GE
MB
LOT 505 FENCE
E E N42°38'37"E,
1/2" S06°00'00"E
'R REBAR 70.23' 29.09 ACRES
50 193.45'
1,267,067 sq.ft.
E /W
LOT 506 CATV
MB
SS N00°35'55"E,
E 251.80'
MB
LOT 508 LOT 507
N52°34'10"E, CATV
L=117.42'

THIS PLAT WAS PREPARED FOR THE
S 1/2"
33.60' S89°30'19"E 593.56' REBAR S89°30'19"E 727.89' R=16,760.00'
4' CHAIN-LINK FENCE
S89°30'19"E 1397.41' CH=S4° 16' 28"E
1/2"
E REBAR IPS MB
CL=117.42'
IPS

EXCLUSIVE USE OF THE PERSON, PERSONS,
APPROXIMATE LOCATION OF

LAND LOT LINE
E ZONE A PER FEMA
S PANEL 13151C0093D FH

OR ENTITY NAMED IN THE CERTIFICATE
E WV

L=624.93'

REVISIONS
SS

HEREON. SAID CERTIFICATE DOES NOT
R=16,760.00'
CH=S3° 00' 20"E
S TRACT 3 MB
CL=624.89'

EXTEND TO ANY UNNAMED PERSON
E N/F
BARN
H.B. PIERSON
E TAX ID 088-02056000
N/F E DB 193, PG 90

WITHOUT AN EXPRESS RECERTIFICATION
GA TRANSLINE DB 439, PG 38 BUILDING
S DB 597, PG 298
MB

87.33 ACRES

N00°35'38"E 1430.59'
BY THE SURVEYOR NAMING SAID PERSON.
E 3,804,238 sq.ft. 350.00'
S IPS N90°00'00"W IPS
TRACT 4
286.00'
E CEMETERY
N/F L=654.37'
SS H.A. PIERSON,
R=15,600.00' 1.
S00°00'00"E
M.W. PIERSON 2.
CH=S0° 07' 57"E
& H.B. PIERSON
E #941 BRANNAN RD CL=654.33'
TAX ID 088-02055000
DB 400, PG 256 FH
IPS WV
E BUILDING BUILDING WV
5.00 ACRES
217,770 sq.ft.
SS T DATE: 01-03-2022
374.84
2-STORY

LAND LOT LINE
HOUSE W SCALE: 1" = 200'

9 '5 5"E FILE NUMBER:213.017
S S10°5 L=160.04' DRAWN BY: J. ROBERTS
MB
R=15,600.00' REVIEWED BY:
K. BROWN
P.O.B. CH=S1° 21' 47"W
TOMBSTONE TRACT 4
SS
E (PET GRAVE) CL=160.04'
E IPS LL IPS
LL
LL LL S89°55'27"E
3 4
2 3 1/2"
280.00'
IPS P.O.B.
N89°37'05"W 1347.03' REBAR 4' BARBED-WIRE FENCE 4' BARBED-WIRE FENCE
N89°55'27"W 1443.75' X X
TRACT 3
SS S SS S SS S SS S LAND LOT LINE 1/2"
REBAR
LL LL LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 23 N/F
LL
LOT 11
HENRY COUNTY BOARD OF EDUCATION LL
31 30 LOT 24 #841 BRANNAN RD
29
LOT 10 PARAMOUNT DR 50' R/W TAX ID 088-02049003 30
THE SUMMIT AT EAGLE'S LANDING PB 24, PG 24
UNIT IV
PB 46, PG 30
01/03/22

COA# LSF 000995
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
200 0 100 200 400

SHEET NUMBER
( IN FEET )
1 inch = 200 ft.
1 of 1
P:\Projects\Pulte\213.017 Brannan Road\SURVEY\dwg\BRANNAN RD-PURCHASE AREA EXHIBIT-10.dwg, SHEET 1, justinroberts, Jan 03, 2022 - 4:00:03pm
TRACT 1 - Parcel #07001005001 (Clark Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH), SAID POINT BEING THE NORTHEAST CORNER OF THE CARLYLE
AT ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 49.60 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 4,414.00 FEET AND A CHORD BEARING SOUTH 88 DEGREES 14 MINUTES 20
SECONDS EAST, 49.60 FEET) TO A 5/8 INCH REBAR;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST,
1,413.52 FEET TO A POINT;
THENCE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST, 727.89 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 00 DEGREES 35 MINUTES 55 SECONDS EAST, 251.80 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 42 DEGREES 38 MINUTES 37 SECONDS EAST, 70.23 FEET TO A 1/2 INCH REBAR AND CAP
SET;
THENCE, NORTH 47 DEGREES 21 MINUTES 23 SECONDS WEST, 156.63 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 52 SECONDS EAST, 938.85 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 09 MINUTES 06 SECONDS EAST, 428.72 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 12.89 ACRES (561,541 SQUARE FEET).

TRACT 2 – Part of Parcel #08802057000 (Melvin and Annie Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A 1/2 INCH REBAR AND CAP SET ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH), AT THE NORTHEAST CORNER OF THE CARLYLE AT
ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD, SOUTH 88 DEGREES 14
MINUTES 20 SECONDS EAST, 49.60 FEET TO A 5/8 INCH REBAR;
THENCE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST, 303.51 FEET TO A 1/2 INCH REBAR AND
CAP SET AT THE POINT OF BEGINNING.
THENCE, SOUTH 85 DEGREES 22 MINUTES 10 SECONDS EAST, 308.08 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 72 DEGREES 26 MINUTES 56 SECONDS EAST, 239.66 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 58 DEGREES 39 MINUTES 28 SECONDS EAST, 208.77 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 38 DEGREES 31 MINUTES 51 SECONDS EAST, 299.87 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 335.88 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 44 DEGREES 03 MINUTES 10
SECONDS EAST, 334.84 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 54 DEGREES 21 MINUTES 57 SECONDS WEST,
293.79 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 27 DEGREES 51 MINUTES 05 SECONDS EAST, 238.22 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 68 DEGREES 19 MINUTES 21 SECONDS EAST, 299.22 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 340.55 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 13 DEGREES 54 MINUTES 22
SECONDS EAST, 339.47 FEET) TO A POINT;
THENCE, SOUTH 06 DEGREES 00 MINUTES 00 SECONDS EAST, 193.45 FEET TO A POINT;
THENCE, 117.42 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 16,760.00 FEET
AND A CHORD BEARING SOUTH 04 DEGREES 16 MINUTES 28 SECONDS EAST, 117.42 FEET) TO A 1/2 INCH
REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST,
1,397.41 FEET TO A POINT;
THENCE, NORTH 00 DEGREES 08 MINUTES 28 SECONDS EAST, 1110.01 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 29.09 ACRES (1,267,067 SQUARE FEET).

TRACT 3 - Parcel #08802056000 (H.B. Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR FOUND AT THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE
OF BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH) AND THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, WITH SAID LAND LOT LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST, 1,443.75 FEET
TO A 1/2 INCH REBAR;
THENCE, NORTH 89 DEGREES 37 MINUTES 05 SECONDS WEST, 1,347.03 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 35 MINUTES 38 SECONDS EAST, 1,430.59 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 10 SECONDS EAST, 33.60 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 593.56 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 727.89 FEET TO A POINT;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 1,397.41 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 624.93 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 16,760.00 FEET AND A CHORD BEARING SOUTH 03 DEGREES 00 MINUTES 20
SECONDS EAST, 624.89 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST,
350.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 10 DEGREES 59 MINUTES 55 SECONDS EAST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 89 DEGREES 55 MINUTES 27 SECONDS EAST, 280.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 160.04 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 01 DEGREES 21 MINUTES 47
SECONDS WEST, 160.04 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 87.33 ACRES (3,804,238 SQUARE FEET).

TRACT 4 - Parcel #08802055000 (Pierson Brothers Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH) LOCATED NORTH 01 DEGREES 21 MINUTES 47 SECONDS EAST,
160.04 FEET FROM THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST,
280.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, NORTH 10 DEGREES 59 MINUTES 55 SECONDS WEST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 350.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 654.37 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 00 DEGREES 07 MINUTES 57
SECONDS EAST, 654.33 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 5.00 ACRES (217,770 SQUARE FEET).
Presentation for AX-
2023-05
Presented To:
Planning Commission – December 21, 2023
Mayor and Council – January 8, 2024
Case Facts
• Applicant: Pulte Group (Battle Law, LLC)
• Owner: 941 and 1100 Brannan Road: Melvin and Annie Pierson; #088-0256000: Estate of H.B.
Pierson; #070-01005001: Clark Family Investments, LP
• Applicant’s Request: Consider a request for the annexation of property at 941 and 1100 Brannan
Road, and Parcels #088-0256000 and #070-01005001, located in unincorporated Henry County,
into the Stockbridge City Limits.
• Address of Property: 941 Brannan Road, 1100 Brannan Road, #088-0256000 and #070-01005001
• Number of Acres: 134.31 +/- acres
• Current Use: 1 single family residence; Vacant; Heavily wooded
• Current County Zoning: 941 and 1100 Brannan Road and #088-02056000: RA (Residential
Agricultural); #070-01005001: R3 (Single Family Residential)
• County Land Use Designation: 941 Brannan Road: Low Density Residential; 1100 Brannan Road:
Low and Medium Density Residential; #088-02056000: Low Density Residential; #070-01005001:
Medium Density Residential
ADJACENT PROPERTY ZONING

Location Adjacent Property Zoning

Properties to the North RA – Residential Agricultural (Henry County)

PUD – Planned Unit Development (City of Stockbridge), MFR
Properties to the South (Multi- Family Residential) (City of Stockbridge), SR
(Suburban Residential) (City of Stockbridge)
R2 – Single Family Residential (Henry County), RA
Properties to the East
(Residential Agricultural) (Henry County)
R3 – Single Family Residential (Henry County), RM (Multi-
Properties to the West Family Residential) (Henry County), OI – Office Institutional
(City of Stockbridge)
SURROUNDING
FUTURE LAND USE DESIGNATIONS
Existing
Location Existing Land Use
Future Land Use Designation
Property to the Low and Medium Density
Single Family Residence
North Residential

Hickory Flat Elementary School Public/Institutional
Property to the
Clark Meadows Subdivision Low Density Residential
South
Moss Pointe Subdivision Low Density Residential
Low Density Residential (Henry
Single Family Residences County)
Property to the East
Providence Harbour Subdivision Low Density Residential (Henry
County)
Medium Density Residential
Property to the Carlyle at Rockport Subdivision (Henry County)
West St. Andrews at Rockport Medium Density Residential
(Henry County)
Project Information
• The applicant proposes to build a subdivision with 161 single family
detached lots with 22 guest parking spaces and amenities like a
playground and 10-foot multi-use path.
Section 9.8 of the Unified Development Code
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)

1. Is the subject property contiguous to the existing corporate limits with at least one-eighth of the aggregate
external boundaries coinciding? Contiguous means- abuts the municipal limits, or is separated by a street,
river or railroad-type of right-of-way, or city land, or land owned by some other political subdivision, or
lands, or lands owned by the state? Yes, the subject is contiguous with the following subdivisions that are
located within the City limits of Stockbridge: The Summit at Eagles Landing.
2. Describe what method (100%, 60% or Referendum and Resolution) the applicant is utilizing for the
proposed annexation. The 100% method would be used for the proposed annexation.
3. Is any part of the subject property being proposed for annexation is within the boundary of another
municipal corporation or county? Yes, the subject property is located within the boundary of Henry County.
4. Is any part of the subject property receiving municipal services from any entity other than the city
proposing annexation? Yes, the subject property is receiving municipal services from Henry County. The
following entities include Henry County Water Authority, Henry County Fire and EMS, Henry County Police
Department, and the Georgia Power Company.
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)

5. Is the subject property for the proposed annexation being developed for urban purposes-
defined as a minimum of two people per acre? Yes, the applicant proposes to build a subdivision
with 161 single family detached lots. The proposed subdivision would include amenities and 22
guest parking spaces.
6. Is the proposed annexation consistent with the Comprehensive Plan? No, the subject property
has a Henry County Future Land Use designation of Low and Medium Density Residential. The
applicant has submitted a Comprehensive Plan Amendment (CP-2023-06) to assign the future land
use designation of Low Density Residential.
7. Does the proposed annexed property share a common zoning classification with the adjoining
City property as ascribed in Section 9.8 of the Unified Development Code? No, the applicant has
submitted a rezoning application (RZ-2023-07) to assign the zoning district of ‘SR’ (Suburban
Residential).
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)

8. Potential positive effects of the proposed annexation on the character of the proposed zoning
district, a particular piece of property, neighborhood, a particular area, or community. The
addition of the subdivision would provide additional single family housing options for residents.
With close proximity to an elementary school and other subdivisions, the residential feel of the
surrounding community will be maintained.
9. 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 appears to
be physically capable of being developed. Any issue regarding buffering, topography, drainage,
access, size, and shape of the property will be discussed during the plan review process.
10. The impact upon adjacent property owners should the request be granted: The area within the
vicinity of the subject property consists mainly of single-family residential zoning districts. Thus,
adjacent property owners may see an increase in vehicular traffic if the development of 161 single
family lots is approved.
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)

11. The potential impact of the annexation on City infrastructure including water and sewage system: A
letter from the Henry County Water Authority, dated August 23, 2023, states that water service is
available for the property and that sewage treatment and sewer line capacity are available for the
property. However, an offsite sanitary sewer line extension is required at the developer’s expense. The
offsite sewer line extension may require acquisition of easements at the developer's expense.

12. The impact of the proposed annexation on adjacent thoroughfares and pedestrian and vehicular
circulation and traffic volumes: A traffic study was not submitted, and as a result, staff is unable to
comment on the overall impact the proposed subdivision will have on Brannan Road. However, the
addition of 161 single family lots may result in increased traffic.
Staff Recommendation
• This Staff Report has demonstrated that the requested annexation via AX-
2023-05 would be necessary and desirable for the City of Stockbridge in
conjunction with the requested Comprehensive Plan Amendment (CP-2023-
06) to assign the future land use designation of Low Density Residential, the
requested variance VR-2023-03, and the requested rezoning of RZ-2023-07
to assign the zoning district of ‘SR’ (Suburban Residential). Therefore, the
Planning and Zoning staff recommends APPROVAL.
TO: Planning Commission; Mayor/Council

FROM: Gordon Linton, Planner I

CC: R. Ryan Anderson, Interim Community Development Director; Chief Planner

DATE: December 21, 2023

Subject: #AX-2023-05 For 941 and 1100 Brannan Road, #088-02056000, and #070-
01005001

I. PURPOSE

Consider a request for the annexation of property at 941 and 1100 Brannan Road, and parcel
IDs #088-0256000 and #070-01005001, located in unincorporated Henry County, into the
Stockbridge City Limits. The property contains four parcels with 134.31 +/- acres. The applicant
is Pulte Group (Battle Law, LLC).

II. Background

Proposed Development Subdivision with 161 single family detached lots and
amenities
Site Address 941 Brannan Road
1100 Brannan Road
#088-02056000
#070-01005001
Parcel Identification #088-02055000 (941 Brannan Road)
#088-02057000 (1100 Brannan Road)
#088-02056000
#070-01005001
Parcel Acreage 134.31 +/- acres

Applicant Pulte Group (Battle Law, LLC)

Owner 941 Brannan Road: Melvin and Annie Pierson
1100 Brannan Road: Melvin and Annie Pierson
#088-02056000: Estate of H.B. Pierson

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

#070-01005001: Clark Family Investments, LP
County Land Use Designation 941 Brannan Road: Low Density Residential
1100 Brannan Road: Low and Medium Density
Residential
#088-02056000: Low Density Residential
#070-01005001: Medium Density Residential
County Land Use Zoning 941 Brannan Road: RA (Residential Agricultural)
1100 Brannan Road: RA (Residential Agricultural)
#088-02056000: RA (Residential Agricultural)
#070-01005001: R3 (Single Family Residence)
Current Use 1 single family residence; Vacant; Heavily wooded

SURROUNDING ZONING

Location Adjacent Property Zoning

Properties to the North RA - Residential Agricultural (Henry County)

PUD – Planned Unit Development (City of Stockbridge), MFR – Multi-
Properties to the South Family Residential (City of Stockbridge), SR – Suburban Residential (City
of Stockbridge)

Properties to the East R2 – Single Family Residential (Henry County), RA – Residential
Agricultural (Henry County)

R3 – Single Family Residential (Henry County), RM – Multi-family
Properties to the West Residential (Henry County) OI – Office Institutional (City of
Stockbridge)

SURROUNDING FUTURE LAND USE DESIGNATIONS

Location Existing Land Use Existing Future Land Use
Designation
Low and Medium Density Residential
Property to the North Single Family Residence
(Henry County)
Public/Institutional (Henry County)
Hickory Flat Elementary
Low Density Residential (City of
School
Stockbridge)
Property to the South Clark Meadows Subdivision
Low Density Residential (City of
Moss Pointe Subdivision Stockbridge)

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

Single Family Residences Low Density Residential (Henry
Property to the East Providence Harbour County)
Subdivision Low Density Residential (Henry
County)
Carlyle at Rockport Medium Density Residential (Henry
Property to the West Subdivision County)
St Andrews at Rockport Medium Density Residential (Henry
County)

III. Findings of Fact:

1. The applicant has also applied for a Comprehensive Plan Amendment (CP-2023-06) to
assign the future land use designation of Low Density Residential.

2. The applicant has also applied for a Rezoning application (RZ-2023-07) to assign the
zoning district of ‘SR’ (Suburban Residential District).

3. Three subject property parcels are currently zoned as RA (Residential Agricultural) by
the Henry County Zoning Ordinance; these addresses are 941 and 1100 Brannan Road
and Parcel ID: 088-02056000. The fourth parcel, Parcel ID# 070-01005001 is currently
zoned as R3 (Single Family Residence) by the Henry County Zoning Ordinance.

4. The four subject property parcels are designated as either Low Density Residential or
Medium Density Residential by the Henry County Future Land Use Map.

5. The vicinity of the area is mostly residential with the following zoning classifications: RA
(Residential Agricultural) (Henry County), R2 (Single Family Residential) (Henry
County), R3 (Single Family Residential) (Henry County), RM (Multi Family) (Henry
County), PUD (Planned Unit Development) (City of Stockbridge), MFR (Multi Family
Residential) (City of Stockbridge), SR (Suburban Residential) (City of Stockbridge), and
OI (Office Institutional) (City of Stockbridge).

6. The vicinity of the area is designated as mostly residential with the following
designations: Low Density Residential (Henry County), Medium Density Residential
(Henry County), Public/Institutional (City of Stockbridge), and Low Density Residential
(City of Stockbridge).

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

IV. Maps and Illustrations

Aerial Photo of 941 and 1100 Brannan Road, #070-
01005001 and #088-02056000

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

Aerial Photo with Site Plan

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

Site Plan of 941 and 1100 Brannan Road, Parcel #088-
02056000, and Parcel #070-01005001

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

V. Analysis

Description

The applicant, Pulte Group (Battle Law, LLC), requests the annexation of four properties at 941
and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001 in unincorporated
Henry County.

The applicant proposes to build a subdivision with 161 single family detached lots with 22 guest
parking spaces. The amenities shown on the site plan include a playground and 10-foot multi-use
path.

Staff Analysis

The applicant requests a petition for annexation under the City of Stockbridge Unified
Development Code Section (Sec. 9.8).
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.

1. Is the subject property contiguous to the existing corporate limits with at least one-
eighth of the aggregate external boundaries coinciding? Contiguous means- abuts
the municipal limits, or is separated by a street, river or railroad-type of right-of-way,
or city land, or land owned by some other political subdivision, or lands, or lands
owned by the state.

Yes, the subject is contiguous with the following subdivisions that are located within the
City limits of Stockbridge: The Summit at Eagles Landing.

2. Describe what method (100%, 60% or Referendum and Resolution) the applicant is
utilizing for the proposed annexation.

The 100% method would be used for the proposed annexation.

3. Is any part of the subject property being proposed for annexation within the
boundary of another municipal corporation or county?

Yes, the subject property is located within the boundary of Henry County.

4. Is any part of the subject property receiving municipal services from any entity other
than the city proposing annexation?

Yes, the subject property is receiving municipal services from Henry County. The following
entities include Henry County Water Authority, Henry County Fire and EMS, Henry County
Police Department, and the Georgia Power Company.

#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

5. Is the subject property for the proposed annexation being developed for urban
purposes- defined as a minimum of two people per acre?

Yes, the applicant proposes to build a subdivision with 161 single family detached lots. The
proposed subdivision will include amenities and 22 guest parking spaces.

6. Is the proposed annexation consistent with the Comprehensive Plan?

No, the subject property has a Henry County Future Land Use designation of Low and
Medium Density Residential. The applicant has submitted a Comprehensive Plan
Amendment (CP-2023-06) to assign the future land use designation of Low Density
Residential.

7. Does the proposed annexed property share a common zoning classification with the
adjoining City property as ascribed in Section 9.8 of the Unified Development Code?

No, the applicant has submitted a rezoning application (RZ-2023-07) to assign the zoning
district of ‘SR’ (Suburban Residential).

8. Potential positive effects of the proposed annexation on the character of the
proposed zoning district, a particular piece of property, neighborhood, a particular
area, or community.

The addition of this subdivision will provide additional single family housing options for
residents. With close proximity to an elementary school and other subdivisions, the
residential feel of the surrounding community will be maintained.

9. 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 appears to be physically capable of being developed. Any issue
regarding buffering, topography, drainage, access, size, and shape of the property will be
discussed during the plan review process.

10. The impact upon adjacent property owners should the request be granted.

The area within the vicinity of the subject property consists mainly of single-family
residential zoning districts. Thus, adjacent property owners may see an increase in
vehicular traffic if the development of 161 single family lots is approved.

10
#AX-2023-05 For 941 and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001

11. The potential impact of the annexation on City infrastructure including water and
sewage system.

A letter from the Henry County Water Authority, dated August 23, 2023, states that water
service is available for the property and that sewage treatment and sewer line capacity are
available for the property. However, an offsite sanitary sewer line extension is required at
the developer’s expense. The offsite sewer line extension may require acquisition of
easements at the developer's expense.

12. The impact of the proposed annexation on adjacent thoroughfares and pedestrian
and vehicular circulation and traffic volumes.

A traffic study was not submitted, and as a result, staff is unable to comment on the overall
impact the proposed subdivision will have on Brannan Road. However, the addition of 161
single family lots may result in increased traffic.

VI. Staff Recommendation

This Staff Report has demonstrated that the requested annexation via AX-2023-05 would
be necessary and desirable for the City of Stockbridge in conjunction with the requested
Comprehensive Plan Amendment (CP-2023-06) to assign the future land use designation
of Low-Density Residential, the requested variance VR-2023-03, and the requested
rezoning of RZ-2023-07 to assign the zoning district of ‘SR’ (Suburban Residential).
Therefore, the Planning and Zoning staff recommends APPROVAL.

11
Annexation Evaluation Report

Henry County Planning & Zoning CITY OF STOCKBRIDGE AX-23-07

Commission District: 4
Commissioner: Vivian Thomas
Report Prepared by: Yaritza Nieves, Planner III

Property Owners: Melvin Pierson and Annie Pierson;
Estate of H. B. Pierson (c/o Sharon P. Wilson as Executor); and
Clark Family Investments, LP

Applicant: Pulte Group, Inc.
2475 Northwinds Parkway
Suite 600
Alpharetta, GA 30009

Agent: Battle Law P.C.
Michele Battle
3562 Habersham at Northlake
Building J, Suite 100
Tucker, GA 30084

Location: 941 Brannan Road
Portion of 1100 Brannan Road
Two (2) undeveloped parcels on Brannan Road
Land Lot 3 of the 7th District

Parcel ID(s): 088-02055000
Portion of 088-02057000
088-02056000
070-01005001

Request: Annexation and Rezoning

BOC Meeting: August 14, 2023

Lot Size: 134.31 +/- acres

Zoning History: A portion of the subject property (Parcels 088-02055000, 088-02056000, and
088-02057000) is zoned RA (Residential-Agricultural) as illustrated on the
Henry County Official Zoning Map which was adopted on November 19, 2013,
by the Henry County Board of Commissioners.

A review of zoning files indicates that a portion of the subject property (Parcel
070-01005001) was zoned from RA (Residential-Agricultural) to R-2 (Single-
Family Residence) (Sewer)*, as part of a larger development, on November 16,
1993, by the Henry County Board of Commissioners with the following
conditions:

1. A cyclone fence should be placed along the Georgia Power Easement.
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Henry County Planning and Zoning City of Stockbridge (AX-23-07)
BOC Meeting: August 14, 2023 Page 2

2. Only up to 274 lots shall be developed.

3. Homes should have a minimum of 1,500 square feet heated space.

* With the adoption of the ULDC in 2009, those properties zoned R-2 with access to public
sewer were rezoned to R-3 (Single-Family Residence). As such, the current zoning of Parcel
070-01005001 is now R-3.

Concurrent rezoning (RZ-22-02), Comprehensive Plan amendment (COMP-AM-
22-01), and conditional use (CU-22-01) requests were submitted for the subject
properties on February 3, 2022. Both the rezoning and the Comprehensive Plan
amendment requests were presented to the Zoning Advisory Board on May 12,
2022. While both the rezoning and the Comprehensive Plan amendment requests
received a recommendation by the Zoning Advisory Board on May 12, 2022, the
conditional use request was tabled by the applicant before the public hearing was
held.

Adjacent properties are as follows:

North: Unincorporated Henry County
South: Unincorporated Henry County & City of Stockbridge
East: Unincorporated Henry County & City of Stockbridge
West: Unincorporated Henry County

Current Land Use: Single-Family Residences and Undeveloped

Future Land Use: Low Density Residential (up to 2.0 dwelling units per acre, net) and Medium
Density Residential (up to 6.0 dwelling units per acre, net)

Proposed Zoning: As per the application materials, the City of Stockbridge proposes to annex the
subject property from the current zoning classification of RA (Residential-
Agricultural) and R-3 (Single-Family Residence) to the SR (Suburban
Residential) City of Stockbridge zoning district.

Comments: The owner of the subject property is requesting the 100% annexation method into
the City of Stockbridge. According to the Official Code Georgia Annotated,
O.C.G.A § 36-36-20, municipal corporations can annex unincorporated areas
contiguous to the existing corporate limits – “contiguous” means abuts the
municipal limits, or is separated by a street, river or railroad-type right-of-way, or
city land, or land owned by some other political subdivision, or the lands owned
by the state.

The application packet was delivered to Henry County via email on August 8,
2023, and again via certified mail on August 14, 2023, in accordance with
O.C.G.A. § 36-36-9, and within the required timeframe as established by
O.C.G.A. § 36-36-6.

The City of Stockbridge intends to annex the subject property consisting of
134.31 +/- acres from the current zoning classification of RA (Residential-
Agricultural) and R-3 (Single-Family Residence) to the SR (Suburban
Residential) City of Stockbridge zoning district. The SR zoning district is
intended “… to provide for single-family dwellings of a low to moderate density
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Henry County Planning and Zoning City of Stockbridge (AX-23-07)
BOC Meeting: August 14, 2023 Page 3
character on individual lots.” Per Section 2.4.2 Suburban Residential District of
the City of Stockbridge Unified Development Code, adopted on March 14, 2022.
The new SR zoning district replaces and encompasses the previous City of
Stockbridge R-2 (Single Family Residential) and R-3 (Single Family Residential)
zoning districts.

The Future Land Use Map (FLUM), as part of the Henry County/Cities Joint
2040 Comprehensive Plan, designation of a portion of the subject property
(parcels 088-02056000 and 088-02056000) is Low Density Residential, which is
described in the Comprehensive Plan as areas consisting of single family homes
on a single lot. New development in these areas should provide pedestrian
facilities, including sidewalks and crosswalks, and have an appropriate
streetscape. Walkable neighborhoods should be created with appropriate parks
and open space. The Low Density Residential FLUM designation supports
developments with a density of up to 2.0 dwelling units per acre, net.

The FLUM designation of a portion of the subject property (parcels 088-
02057000 and 070-01005001) is Medium Density Residential which is described
in the Comprehensive Plan as areas for single family attached or detached homes
with public sewer and water service. Future residential development within these
areas and density range should have accessibility to major arterial roads or state
highways. New developments in these areas should provide pedestrian facilities,
including sidewalks and crosswalks, and have an appropriate streetscape.
Walkable neighborhoods should be created with appropriate parks and open
space. The Medium Density Residential FLUM designation supports
developments with a density of up to 6.0 dwelling units per acre, net.

The net density of the proposed development as per application materials
provided to Planning staff is 1.96 dwelling units per acre. However, the net
density as calculated by Planning staff per the application materials is 2.54
dwelling units per acre. If Planning staff’s calculations are correct, the proposed
development exceeds the density supported within the portions of the property
designated for Low Density Residential FLUM uses per the Henry County/Cities
Joint 2040 Comprehensive Plan.

The subject property is located within an area designated as a Suburban Area on
the Henry County Future Community Map. The area of the subject property is
identified by a red arrow on the map on the following page. Suburban Areas are
defined in the Comprehensive Plan as areas of primarily single-family
development with local serving retail. A strategic policy for these areas is to
encourage new development or redevelopment which demonstrates attention to
existing adjacent neighborhoods which seeks compatibility with surrounding lot
sizes. Another strategic policy for these areas is to improve pedestrian facilities
including the development of sidewalks and crosswalks along major roads where
connectivity is lacking.

Per O.C.G.A. 36-36-113, a county’s objection to an annexation is valid if the
proposed annexation would create a substantial or significant change in zoning or
land use, increase in density, or increase in infrastructure demands.

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BOC UPDATED.doc
Henry County Planning and Zoning City of Stockbridge (AX-23-07)
BOC Meeting: August 14, 2023 Page 4
Recommendation: It is Planning & Zoning staff’s opinion that the annexation and proposed
rezoning would create a significant change in the surrounding land uses and the
future land use designation for the properties.

Attachments:
• RZ-22-02 Yield Plan, dated May 25, 2022
• CU-22-01 Conservation Site Plan, dated August 3, 2022
• Aerial Map
• Zoning Map
• Tax Map
• Future Land Use Map
• Application Packet

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BOC UPDATED.doc
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02055000 Class R Owner PIERSON, MELVIN WADE & Land $65000
Property 941 BRANNAN Acreage 5.0 Address ANNIE IRENE Value:
Address RD 1100 BRANNAN RD Building $82800 Last 2 Sales
District County/UnIncorp MCDONOUGH GA 30253 Value: Date Price Reason Qual
Misc $2100 7/29/2021 $0 FAMLY/GIFT U
Value: 6/29/1980 $0 n/a U
Total $149900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 088-02057000 Class R Owner PIERSON MELVIN W & Land $228300
Property 1100 BRANNAN Acreage 42.11 Address ANNIE I Value:
Address RD 1100 BRANNAN RD Building $281900 Last 2 Sales
District County/UnIncorp MCDONOUGH GA Value: Date Price Reason Qual
30253 Misc $500 3/3/2020 $0 FAMLY/GIFT U
Value: 1/1/1973 $0 n/a U
Total $510700
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 070-01005001 Class R Owner CLARK FAMILY Land $16900
Property Acreage 12.994 Address INVESTMENTS LP Value:
Address 10587 COUNTY LINE Building $0 Last 2 Sales
District County/UnIncorp RD Value: Date Price Reason Qual
MIDLAND GA 31820 Misc $0 7/5/2011 $3,200 GOVERNMENT U
Value: 6/30/2009 $0 CORPORATE U
Total $16900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02056000 Class R Owner PIERSON H B Land Value: $647200
Last 2 Sales
Property Acreage 95.6 Address 941 BRANNAN RD Building $0
Date Price Reason Qual
Address MCDONOUGH GA Value:
10/1/1984 $0 n/a U
District County/UnIncorp 30253 Misc Value: $0
n/a $ n/a n/a
Total Value: $647200

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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Confidential and Proprietary 1
The PulteGroup Story
Since our founding 70 years ago, PulteGroup has delivered almost 750,000 homes and today
ranks as the nation’s 3rd largest homebuilding company with operations in 23 states and 42 major
markets and is headquartered in Atlanta, Georgia. Through our portfolio of leading brands: Pulte,
Centex, Del Webb, DiVosta, John Wieland Homes and Neighborhoods, and American West,
we are uniquely positioned to serve buyers at every stage of their lives.

PulteGroup got its start in 1950 when 18-year-old William “Bill” Pulte, with help from his high-
school buddies, built a five-room bungalow near the city of Detroit, MI. In constructing his first
home, Bill set the corner stone on what would grow into one of the largest and most successful
homebuilding companies in this country’s history. In a world where less than one-third of new
businesses ever get to celebrate their 10-year anniversary, PulteGroup’s long history of success is
a testament to Bill’s vision and the passionate people who have worked to fulfill it over the years.

Today, PulteGroup is the nation’s third largest builder with an unmatched capacity to serve
homeowners as they move through all stages of their lives. Much has changed since Bill Pulte first
picked up a hammer, but not the Company’s commitment to delivering a superior quality home and
customer experience.

Confidential and Proprietary 2
Confidential and Proprietary 3
Zoning Strategy

• Annexation 941 and 110 Brannan Road and Tax Parcels 088-
02056000 and 070-01005001 in the City of Stockbridge via the 100%
method

• Amend Future Land Use from Low & Medium Density Residential to
Low Density Residential

• Rezone from the Subject Property to SR ( Single Family Residential)
for the development of 161 single family detached units

• Obtain Variance to allow the reduction of the front yard setback from
50ft to 35 ft

Confidential and Proprietary 4
Google Earth

Confidential and Proprietary 5
Vicinity Map

Confidential and Proprietary 6
*Not to scale
Survey

Confidential and Proprietary 7
Zoning and Future Land Use Map

RM R2

RA

MDR

LDR
Confidential and Proprietary 8
• 134.31 Gross Acres
• 80.94 Net Acres
• 161 units at 1.19 units per
acre gross
• 1.96 units per acre net

Confidential and Proprietary 9
Conceptual Amenity

Confidential and Proprietary
Land Use and Standard Lot Sizes

Confidential and Proprietary 11
Neighborhood Site Data

Confidential and Proprietary 12
Pennington

Confidential and Proprietary
13
Vanderbilt

Confidential and Proprietary
14
Riverton

Confidential and Proprietary
15
Mitchell

Confidential and Proprietary
16
Woodward

Confidential and Proprietary
17
Wingate

Confidential and Proprietary
18
Hampton

Confidential and Proprietary
19
Hartwell

Confidential and Proprietary
20
Amberwood

Confidential and Proprietary
21
Aspire

Confidential and Proprietary
22
CIVIL LAND
EAST LAKE PK
WY
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995
CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
BRANNAN RD
PLANNING
AR SITE
BO
RW
AY
HIG
HW
AY
4 FALCON DESIGN
2N CONSULTANTS
WHITNEY LN
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
THIS BLOCK RESERVED FOR THE STOCKBRIDGE, GEORGIA 30281
VICINITY MAP
(GA WEST ZONE)
Ph (770)389-8666 - Fax (770)389-8656
CLERK OF THE SUPERIOR COURT L=49.60'
R=4,414.00' NOT TO SCALE NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
CH=S88° 14' 20"E E E NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 710-8908 Ph. (678) 807-7100
BRANNAN ROA
GRID NORTH
CL=49.60' E E
LEGEND D www.fdc-llc.com
P.O.C. 80' PUBLIC R/W E E E
DB DEED BOOK L LINE LABEL TRACT 2 E
PB PLAT BOOK PKS PK NAIL SET CATV
PG PAGE SSE SANITARY SEWER EASEMENT P.O.B.
IPS 5/8"
LL LAND LOT UE UTILITY EASEMENT TRACT 1
OTP OPEN TOP PIPE REF REFERENCE REBAR E
RB REBAR C/O SEWER CLEAN OUT OPEN S
N00°09'06"E 428.72'

SPACE E
IPF IRON PIN FOUND SQ. FT. SQUARE FOOT
303.51'
1/2" REBAR W/C FDC 000995 E
IPS
PROPOSED
PULTE HOME COMPANY, LLC

CTP CRIMP TOP PIPE IRON PIN FOUND
C&G CURB & GUTTER IRON PIN SET
E TRACT 2A SS
R/W RIGHT OF WAY CALCULATED POINT PROPOSED
N/F NOW OR FORMERLY POWER POLE E TRACT 2B L=335.88'
-E- OVERHEAD POWER LINE FIRE HYDRANT LOT 32
E FH
LAND LOT 3, 7TH DISTRICT

R=1,234.00'
PURCHASE AREA EXHIBIT

CMP CORRUGATED METAL PIPE WATER VALVE IPS S85°22'10"E PROPOSED
LOT 31 IPS WV
SWMF STORMWATER MANAGEMENT FACILITY W WATER METER
S CH=S44° 03' 10"E
308.08' 7 2 TRACT 2C N3
TBM TEMPORARY BENCHMARK D JUNCTION BOX THE CARLYLE AT ROCKPORT E SS
P.O.B. °26' CL=334.84'
LOT 30 IPS 56"E 8°
POB POINT OF BEGINNING S SANITARY SEWER MANHOLE 239
POC POINT OF COMMENCEMENT DROP INLET
A RETIREMENT COMMUNITY E
STRACT 2 .66' 29 31'5
PB 31, PG 50 LOT 29 E S 5 9. 1"
RCP REINFORCED CONCRETE PIPE R/W MONUMENT IPS 8°3 87 E
DIP DUCTILE IRON PIPE SINGLE WING CATCH BASIN LOT 28 2 9' '
PVC POLYVINYL CHLORIDE PIPE DOUBLE WING CATCH BASIN IPS 0 8.7 28"E
HDPE HIGH DENSITY POLYETHYLENE PIPE CURB INLET
LOT 27 E APPROXIMATE LOCATION OF 7'
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PL PROPERTY LINE HEADWALL 'R LOT 26 E ZONE A PER FEMA
CL CENTERLINE FLARED END SECTION 50 E PANEL 13151C0093D IPS
LOT 25 SS
ID IDENTIFICATION G GAS METER AY 9'
GAS VALVE W LOT 24
3.7 7"W
B.S.L. BUILDING SETBACK LINE E ' 29 1'5
YD
LOT 23
BOC BACK OF CURB E ELECTRIC TRANSFORMER
85 2
C CURVE LABEL T TELEPHONE PEDESTAL CL LOT 22 8.S
93 S S5
TH PROPOSED MB
CI CURB INLET LIGHT POST W
HENRY COUNTY, GEORGIA

LOT 21 FH
BRANNAN ROAD

DE DRAINAGE EASEMENT RA E
'52
"E TRACT 2D WV
ST
ASPHALT LOT 20 IPS E
S00°08'28"W 1413.52'

EOP E E S2
34
EDGE OF PAVEMENT CATV
FH FIRE HYDRANT LOT 19
5"E
CONCRETE
LOT 18 N5 TRACT 1
1'0
2-STORY
7°5 .22' CABIN
'21"
E IPS
E SS E N/F 8 °19
23 N68 9.22'
FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.

LOT 17
ST ANDREWS @ ROCKPORT NC CLARK FAMILY INVESTMENTS, LP
LOT 16 E E FE TAX ID 070-01005001 29
PHASE 5 NK
-LI
1110.01'

PB 29, PG 237 IN
DB 12178, PG 201 E L=340.55'
IPS
S CHA PB 22, PG 263 TRACT 2 R=1,234.00'
5' WOODEN
CL E BUILDING CH=S13° 54' 22"E
IF IPS N47°21'23"W, 12.89 ACRES N/F
CL=339.47'
E E MELVIN WADE PIERSON
LL TO 156.63' 561,541 sq.ft.
& ANNIE IRENE PIERSON OUTHOUSE
N #1100 BRANNAN RD
3 D CATV
RI E S
IPS TAX ID 088-02057000 3' WOOD
DB 17032, PG 218
GE
MB
LOT 505 FENCE
E E N42°38'37"E,
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'R REBAR 70.23' 29.09 ACRES
50 193.45'
1,267,067 sq.ft.
E /W
LOT 506 CATV
MB
SS N00°35'55"E,
E 251.80'
MB
LOT 508 LOT 507
N52°34'10"E, CATV
L=117.42'
THIS PLAT WAS PREPARED FOR THE

S 1/2"
33.60' S89°30'19"E 593.56' REBAR S89°30'19"E 727.89' R=16,760.00'
4' CHAIN-LINK FENCE
S89°30'19"E 1397.41' CH=S4° 16' 28"E
1/2"
E REBAR IPS MB
CL=117.42'
IPS
EXCLUSIVE USE OF THE PERSON, PERSONS,
APPROXIMATE LOCATION OF
LAND LOT LINE

E ZONE A PER FEMA
S PANEL 13151C0093D FH
OR ENTITY NAMED IN THE CERTIFICATE

E WV
L=624.93'
REVISIONS

SS
HEREON. SAID CERTIFICATE DOES NOT

R=16,760.00'
CH=S3° 00' 20"E
S TRACT 3 MB
CL=624.89'
EXTEND TO ANY UNNAMED PERSON
E N/F
BARN
H.B. PIERSON
E TAX ID 088-02056000
N/F E DB 193, PG 90
WITHOUT AN EXPRESS RECERTIFICATION
GA TRANSLINE DB 439, PG 38 BUILDING
S DB 597, PG 298
MB
87.33 ACRES
N00°35'38"E 1430.59'

BY THE SURVEYOR NAMING SAID PERSON.
E 3,804,238 sq.ft. 350.00'
S IPS N90°00'00"W IPS
TRACT 4
286.00'
E CEMETERY
N/F L=654.37'
SS H.A. PIERSON,
R=15,600.00' 1.
S00°00'00"E
M.W. PIERSON 2.
CH=S0° 07' 57"E
& H.B. PIERSON
E #941 BRANNAN RD CL=654.33'
TAX ID 088-02055000
DB 400, PG 256 FH
IPS WV
E BUILDING BUILDING WV
5.00 ACRES
217,770 sq.ft.
SS T DATE: 01-03-2022
374.84
2-STORY
LAND LOT LINE

HOUSE W SCALE: 1" = 200'
9 '5 5"E FILE NUMBER:213.017
S S10°5 L=160.04' DRAWN BY: J. ROBERTS
MB
R=15,600.00' REVIEWED BY:
K. BROWN
P.O.B. CH=S1° 21' 47"W
TOMBSTONE TRACT 4
SS
E (PET GRAVE) CL=160.04'
E IPS LL IPS
LL
LL LL S89°55'27"E
3 4
2 3 1/2"
280.00'
IPS P.O.B.
N89°37'05"W 1347.03' REBAR 4' BARBED-WIRE FENCE 4' BARBED-WIRE FENCE
N89°55'27"W 1443.75' X X
TRACT 3
SS S SS S SS S SS S LAND LOT LINE 1/2"
REBAR
LL LL LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 23 N/F
LL
LOT 11
HENRY COUNTY BOARD OF EDUCATION LL
31 30 LOT 24 #841 BRANNAN RD
29
LOT 10 PARAMOUNT DR 50' R/W TAX ID 088-02049003 30
THE SUMMIT AT EAGLE'S LANDING PB 24, PG 24
UNIT IV
PB 46, PG 30
01/03/22
COA# LSF 000995
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.
GRAPHIC SCALE
200 0 100 200 400
SHEET NUMBER
( IN FEET )
1 inch = 200 ft.
1 of 1
P:\Projects\Pulte\213.017 Brannan Road\SURVEY\dwg\BRANNAN RD-PURCHASE AREA EXHIBIT-10.dwg, SHEET 1, justinroberts, Jan 03, 2022 - 4:00:03pm
TRACT 1 - Parcel #07001005001 (Clark Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH), SAID POINT BEING THE NORTHEAST CORNER OF THE CARLYLE
AT ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 49.60 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 4,414.00 FEET AND A CHORD BEARING SOUTH 88 DEGREES 14 MINUTES 20
SECONDS EAST, 49.60 FEET) TO A 5/8 INCH REBAR;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST,
1,413.52 FEET TO A POINT;
THENCE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST, 727.89 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 00 DEGREES 35 MINUTES 55 SECONDS EAST, 251.80 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 42 DEGREES 38 MINUTES 37 SECONDS EAST, 70.23 FEET TO A 1/2 INCH REBAR AND CAP
SET;
THENCE, NORTH 47 DEGREES 21 MINUTES 23 SECONDS WEST, 156.63 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 52 SECONDS EAST, 938.85 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 09 MINUTES 06 SECONDS EAST, 428.72 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 12.89 ACRES (561,541 SQUARE FEET).

TRACT 2 – Part of Parcel #08802057000 (Melvin and Annie Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A 1/2 INCH REBAR AND CAP SET ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH), AT THE NORTHEAST CORNER OF THE CARLYLE AT
ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD, SOUTH 88 DEGREES 14
MINUTES 20 SECONDS EAST, 49.60 FEET TO A 5/8 INCH REBAR;
THENCE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST, 303.51 FEET TO A 1/2 INCH REBAR AND
CAP SET AT THE POINT OF BEGINNING.
THENCE, SOUTH 85 DEGREES 22 MINUTES 10 SECONDS EAST, 308.08 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 72 DEGREES 26 MINUTES 56 SECONDS EAST, 239.66 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 58 DEGREES 39 MINUTES 28 SECONDS EAST, 208.77 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 38 DEGREES 31 MINUTES 51 SECONDS EAST, 299.87 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 335.88 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 44 DEGREES 03 MINUTES 10
SECONDS EAST, 334.84 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 54 DEGREES 21 MINUTES 57 SECONDS WEST,
293.79 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 27 DEGREES 51 MINUTES 05 SECONDS EAST, 238.22 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 68 DEGREES 19 MINUTES 21 SECONDS EAST, 299.22 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 340.55 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 13 DEGREES 54 MINUTES 22
SECONDS EAST, 339.47 FEET) TO A POINT;
THENCE, SOUTH 06 DEGREES 00 MINUTES 00 SECONDS EAST, 193.45 FEET TO A POINT;
THENCE, 117.42 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 16,760.00 FEET
AND A CHORD BEARING SOUTH 04 DEGREES 16 MINUTES 28 SECONDS EAST, 117.42 FEET) TO A 1/2 INCH
REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST,
1,397.41 FEET TO A POINT;
THENCE, NORTH 00 DEGREES 08 MINUTES 28 SECONDS EAST, 1110.01 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 29.09 ACRES (1,267,067 SQUARE FEET).

TRACT 3 - Parcel #08802056000 (H.B. Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR FOUND AT THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE
OF BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH) AND THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, WITH SAID LAND LOT LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST, 1,443.75 FEET
TO A 1/2 INCH REBAR;
THENCE, NORTH 89 DEGREES 37 MINUTES 05 SECONDS WEST, 1,347.03 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 35 MINUTES 38 SECONDS EAST, 1,430.59 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 10 SECONDS EAST, 33.60 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 593.56 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 727.89 FEET TO A POINT;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 1,397.41 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 624.93 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 16,760.00 FEET AND A CHORD BEARING SOUTH 03 DEGREES 00 MINUTES 20
SECONDS EAST, 624.89 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST,
350.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 10 DEGREES 59 MINUTES 55 SECONDS EAST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 89 DEGREES 55 MINUTES 27 SECONDS EAST, 280.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 160.04 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 01 DEGREES 21 MINUTES 47
SECONDS WEST, 160.04 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 87.33 ACRES (3,804,238 SQUARE FEET).

TRACT 4 - Parcel #08802055000 (Pierson Brothers Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH) LOCATED NORTH 01 DEGREES 21 MINUTES 47 SECONDS EAST,
160.04 FEET FROM THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST,
280.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, NORTH 10 DEGREES 59 MINUTES 55 SECONDS WEST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 350.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 654.37 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 00 DEGREES 07 MINUTES 57
SECONDS EAST, 654.33 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 5.00 ACRES (217,770 SQUARE FEET).
AD
RO
LE
DA
NG
LAND USE SUMMARY
BRANNAN ROAD RI
SP
CURRENT ZONING: RA
PROPOSED ZONING: SR
TOTAL SITE AREA: 134.41 ACRES
TOTAL OPEN SPACE: ±70.96 ACRES (53%)
TOTAL UNITS: 161
GROSS DENSITY: 1.19 du/ac
NET DENSITY: 1.96 du/ac
SR ZONING STANDARDS
MIN. LOT WIDTH: 75'
MIN. LOT SIZE: 12,000 sq ft
AVG. LOT SIZE: 14,425 sq ft
FRONT S/B: *30' (50' PER ORDINANCE)
SIDE S/B: 10'
REAR S/B: 40'
10' MULCHED TRAIL
*VARIANCE REQUESTED FROM 50' TO 30'
FRONT SETBACK
F ER
UF
75' 'B
25 10' MULTI-USE PATH
40' S/B
10' S/B 160'
EXISTING
STREAM
30' S/B
RADCLIFFE DR
50' RIGHT-OF-WAY
MINIMUM LOT (12,000sf) EXISTING
NOT TO SCALE STREAM
95'
WATER
QUALITY
40' S/B
10' S/B 180'
AMENITY (1.0ac)
30' S/B
50' RIGHT-OF-WAY
MINIMUM LOT FRONTING
BRANNAN RD (17,000sf)
NOT TO SCALE
BRANNAN ROAD
25' BUFFER
EXISTING
CEMETARY
WATER
50' UNDISTURBED BUFFER

QUALITY
WYLDE WOODE DR
10' MULTI-USE PATH
25' BUFFER
Brannan Road Stockbridge, Ga
TO: Planning Commission; Mayor/Council

FROM: Gordon Linton, Planner I

CC: R. Ryan Anderson, Interim Community Development Director; Chief Planner

DATE: December 21, 2023

Subject: #CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000 and #070-
01005001

I. PURPOSE

Consider a Comprehensive Plan Amendment application by Pulte Group (Battle Law,
LLC) to assign the future land use designation of ‘Low Density Residential’ to the
property at 941 and 1100 Brannan Road, located in unincorporated Henry County after
the parcels are annexed into the Stockbridge City Limits. The property contains four
parcels with 134.32 +/- total acres. The purpose of the request is to allow for a
subdivision development.

II. Background

Proposed Development Subdivision with 161 single family detached lots
and amenities
Site Address 941 Brannan Road
1100 Brannan Road
#088-02056000
#070-01005001
Parcel Identification #088-02055000 (941 Brannan Road)
#088-02057000 (1100 Brannan Road)
#088-02056000
#070-01005001
Parcel Acreage 134.31 +/- acres

Applicant Pulte Group (Battle Law, LLC)

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

Owner 941 Brannan Road: Melvin and Annie Pierson
1100 Brannan Road: Melvin and Annie Pierson
#088-02056000: Estate of H.B. Pierson
#070-01005001: Clark Family Investments, LP
County Land Use Designation 941 Brannan Road: Low Density Residential
1100 Brannan Road: Low and Medium Density
Residential
#088-02056000: Low Density Residential
#070-01005001: Medium Density Residential
County Land Use Zoning 941 Brannan Road: RA (Residential Agricultural)
1100 Brannan Road: RA (Residential
Agricultural)
#088-02056000: RA (Residential Agricultural)
#070-01005001: R3 (Single Family Residence)
Number of Proposed Units Per Acre 1.2 units per acre

Current Use 1 single family residence; Vacant; Heavily
wooded

SURROUNDING LAND USE DESIGNATION

Location Existing Land Use Existing Future Land Use
Designation
Low and Medium Density Residential
Property to the North Single Family Residence
(Henry County)
Public/Institutional (Henry County)
Hickory Flat Elementary
Low Density Residential (Henry
School
County)
Property to the South Clark Meadows Subdivision
Low Density Residential (Henry
Moss Pointe Subdivision County)
Low Density Residential (Henry
Single Family Residences
County)
Providence Harbour
Property to the East Low Density Residential (Henry
Subdivision County)
Medium Density Residential (Henry
Carlyle at Rockport
County)
Subdivision
Property to the West Medium Density Residential (Henry
St Andrews at Rockport County)

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

SURROUNDING LAND USE DENSITIES

Name of Subdivision/Development Units Estimate Density Per
Acres

Carlyle at Rockport 66 3.2 units per acre

141
Clark Meadows
2.7 units per acre

308
Summit (The) @ Eagles Landing
1.96 units per acre

St Andrews at Rockport 226
1.76 units per acre

Moss Pointe 125 1.71 units per acre

Providence Harbour 1.6 units per acre
66

Brannan Road (Pulte Home Company) 131
1.2 units per acre

III. Findings of Fact

1. The applicant has also applied for a Annexation (AX-2023-05) for all subject properties
to be added into the city limits.

2. The applicant has also applied for a Rezoning application (RZ-2023-07) to assign the
zoning district of ‘SR’ (Suburban Residential District).

3. Three subject property parcels are currently zoned as RA (Residential Agricultural) by
the Henry County Zoning Ordinance; these addresses are 941 and 1100 Brannan Road
and Parcel ID: 088-02056000. The fourth parcel, Parcel ID# 070-01005001, is currently
zoned as R3 (Single Family Residence) by the Henry County Zoning Ordinance.

4. The four subject property parcels are designated as either Low Density Residential or
Medium Density Residential by the Henry County Future Land Use Map.

5. The vicinity of the area is mostly residential with the following zoning classifications: RA
(Residential Agricultural (Henry County), R2 (Single Family Residential) (Henry County),

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

R3 (Single Family Residential) (Henry County), RM (Multi Family) (Henry County), PUD
(Planned Unit Development) (City of Stockbridge), MFR (Multi Family Residential) (City
of Stockbridge), SR (Suburban Residential) (City of Stockbridge), and OI (Office
Institutional) (City of Stockbridge).

6. The vicinity of the area is designated as mostly residential with the following
designations: Low Density Residential (Henry County), Medium Density Residential
(Henry County), Public/Institutional (City of Stockbridge), and Low Density Residential
(City of Stockbridge).

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

IV. Maps and Illustrations

Aerial Photo of 941 and 1100 Brannan Road, #088-
02056000, and #070-01005001

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

Aerial Photo with Site Plan

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

Site Plan of 941 and 1100 Brannan Road, Parcel #088-02056000,
and Parcel #070-01005001

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

Renderings of Homes

#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

V. Analysis

Project Description

The applicant, Pulte Group (Battle Law, LLC), requests the annexation of four properties at 941
and 1100 Brannan Road, Parcel #088-02056000, and Parcel #070-01005001 in unincorporated
Henry County.

The applicant proposes to build a subdivision with 161 single family detached lots with 22 guest
parking spaces. The amenities shown on the site plan include a playground and 10-foot multi-
use path.
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.

The City of Stockbridge 2024 Comprehensive Plan states that the future land use
designation of Low Density Residential is for properties with 1-3.99 units per acre. This
proposed subdivision has a density of 1.2 units per acre.

Page 49 of the City of Stockbridge 2024 Comprehensive Plan states that the intent of the
Low Density Residential future fand use designation is intended for typical large lot
residential subdivision developments. In addition, the Low Density Residential Future Land
Use designation provides a list of permitted zoning districts that are allowed which includes
the SR zoning district. The proposed subdivision is consistent with the policy goals of the
2024 Comprehensive Plan on pages 42-44.

Maintain a family friendly environment and focus on attracting and
retaining young adults. (Population Policy)
Community
Goals and
Policies Provide a mixture of housing options to attract young professionals,
singles, and small families. (Housing Policy)
(pg. 42-44)
To attract new, diverse residents. (Population Goal)

To determine areas appropriate for annexation. (Population Goal)

10
#CP-2023-06 For 941 and 1100 Brannan Road, #088-02056000, #070-01005001

2. Relation to the Zoning of the Property.

The applicant’s request of assigning the subject property SR (Suburban Residential) is
compatible with the other surrounding land use designation that are adjacent to the subject
property, which include the following subdivisions classified as LDR (Low Density
Residential): Clark Meadows, The Summit @ Eagles Landing, and Moss Point.

Page 49 of the 2024 Comprehensive Plan identifies the SR zoning district as being
compatible with the requested Future Land Use designation of Low Density Residential.
To allow for the proposed zoning, the applicant has requested the rezoning of the property
to assign the SR zoning district to allow the proposed subdivision development to be built.

3. Suitability of the Site’s Location.

The applicant is proposing a subdivision with 161 single family detached lots on 134.31
+/- acres with a density of 1.2 units per acre. Regarding the surrounding densities of the
area, the adjacent subdivisions have densities ranging from 1.6 units per acres
(Providence Harbour in unincorporated Henry County) to 3.2 units per acre (Carlyle at
Rockport in unincorporated Henry County).

The requested 1.2 units per acre by the applicant is therefore consistent with the
surrounding land use densities.

4. Maintaining the Current Land Use Designation.

The location of this proposed subdivision is surrounded by existing subdivisions with the
same land use designation of low density residential. Due to the proximity of these existing
residential neighborhoods, it is unlikely for the subject property to be developed for any
use other than a residential development. Therefore, the proposed subdivision will
maintain the current land use designation.

VI. STAFF RECOMMENDATION

• This Staff Report has demonstrated that the requested Comprehensive Plan
Amendment via CP-2023-06 would be necessary and desirable for the subject
property in conjunction with the requested annexation of the property via AX-2023-05,
the requested variance VR-2023-03 to allow the reduction in the front yard setbacks
from 50 feet to 35 feet, and the requested rezoning of RZ-2023-07 to assign the zoning
district of ‘SR’ (Suburban Residential). Therefore, the Planning and Zoning staff
recommends APPROVAL.

11
Presentation
for CP-2023-
06
Presented To:
Planning Commission – December
21, 2023
Mayor and Council – January 8,
2023
Case Facts
• Applicant: Pulte Group (Battle Law, LLC)
• Owner: 941 and 1100 Brannan Road: Melvin and Annie Pierson; #088-0256000: Estate of H.B. Pierson; #070-
01005001: Clark Family Investments, LP
• Applicant’s Request: assign the future land use designation of ‘Low Density Residential’ to allow for a
subdivision development.
• Number of Proposed Units Per Acre: 1.2 units per acre
• Address of Property: 941 Brannan Road, 1100 Brannan Road, #088-0256000 and #070-01005001
• Number of Acres: 134.31 +/- acres
• Project Characteristics: 1 single family residence; Vacant; Heavily wooded
• County Land Use Designation: 941 Brannan Road: Low Density Residential; 1100 Brannan Road: Low and
Medium Density Residential; #088-02056000: Low Density Residential; #070-01005001: Medium Density
Residential County
• Land Use Zoning : 941 and 1100 Brannan Road and #088-02056000: RA (Residential Agricultural); #070-
01005001: R3 (Single Family Residential)
• Sign Posting: December 6, 2023
City of Stockbridge Comprehensive Plan
(2018-2038)
SURROUNDING LAND USE DESIGNATION
Location Existing Land Use Existing Future Land Use Designation

Property to the North Single Family Residence Low and Medium Density Residential

Public/Institutional
Hickory Flat Elementary School
Property to the South Low Density Residential
Clark Meadows Subdivision
Low Density Residential
Moss Pointe Subdivision
Low Density Residential (Henry
County)
Property to the East Single Family Residences
Low Density Residential (Henry
Providence Harbour Subdivision County)
Medium Density Residential (Henry
Carlyle at Rockport Subdivision County)
Property to the West St Andrews at Rockport Medium Density Residential (Henry
County)
SURROUNDING LAND USE DENSITIES
Name of Subdivision Units Estimate Density Per Acres
Carlyle at Rockport 66 3.2 Units per acre

Clark Meadows 141 2.7 units per acre

The Summit @ Eagles Landing 308 1.96 units per acre

St Andrews at Rockport 226 1.76 units per acre

Moss Pointe 125 1.71 units per acre

Providence Harbour 66 1.6 units per acre
Brannan Road (Pulte Home Company) 131 1.2 units per acre
• The applicant proposes to build a subdivision with
Project 161 single family detached lots with 22 guest
Information parking spaces and amenities in the form of a
playground and 10-foot multi-use path.
Staff Analysis
(Section 9.2.7 of The Unified Maintain a family friendly
Development Code) environment and focus on attracting
Community and retaining young adults.
Consistency with the Comprehensive Plan: Goals and
The City of Stockbridge 2024 Comprehensive Plan (Population Policy)
states that the future land use designation of Low Policies Provide a mixture of housing options
Density Residential is for properties with 1-3.99 to attract young professionals,
units per acre. This proposed subdivision has a
density of 1.2 units per acre. (pg. 42-44) singles, and small families. (Housing
Policy)
Page 49 of the City of Stockbridge 2024
Comprehensive Plan states that the intent of the
Low Density Residential future fand use designation
is intended for typical large lot residential To attract new, diverse residents.
subdivision developments. In addition, the Low (Population Goal)
Density Residential Future Land Use designation
provides a list of permitted zoning districts that are
allowed which includes the SR zoning district. The To determine areas appropriate for
proposed subdivision is consistent with the policy annexation. (Population Goal)
goals of the 2024 Comprehensive Plan on pages 42-
44.
Staff Analysis (cont.)
2. Relation to the Zoning of the Property: The applicant’s request of assigning the subject property SR
(Suburban Residential) is compatible with the other surrounding land use designation that are adjacent to
the subject property, which include the following subdivisions classified as LDR (Low Density Residential):
Clark Meadows, The Summit @ Eagles Landing, and Moss Point. Page 49 of the 2024 Comprehensive Plan
identifies the SR zoning district as being compatible with the requested Future Land Use designation of
Low Density Residential. To allow for the proposed zoning, the applicant has requested the rezoning of the
property to assign the SR zoning district to allow the proposed subdivision development to be built.
3. Suitability of the Site’s Location: The applicant is proposing a subdivision with 161 single family detached
lots on 134.31 +/- acres with a density of 1.2 units per acre. Regarding the surrounding densities of the
area, the adjacent subdivisions have densities ranging from 1.6 units per acres (Providence Harbour) in
unincorporated Henry County) to 3.2 units per acre (Carlyle at Rockport in unincorporated Henry County).
The requested 1.2 units per acre by the applicant is therefore consistent with the surrounding densities.
4. Maintaining the Current Land Use Designation: The location of this proposed subdivision is surrounded by
existing subdivisions with the same land use designation of low density residential. Due to the proximity of
these existing residential neighborhoods, it is unlikely for the subject property to be developed for any use
other than a residential development. Therefore, the proposed subdivision will maintain the current land
use designation.
Recommendation

• This Staff Report has demonstrated that the requested Comprehensive Plan Amendment
via CP-2023-06 would be necessary and desirable for the subject property in conjunction
with the requested annexation of the property via AX-2023-05, the requested variance VR-
2023-03 to allow the reduction in the front yard setbacks from 50 feet to 35 feet, and the
requested rezoning of RZ-2023-07 to assign the zoning district of ‘SR’ (Suburban
Residential). Therefore, the Planning and Zoning staff recommends APPROVAL.
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02055000 Class R Owner PIERSON, MELVIN WADE & Land $65000
Property 941 BRANNAN Acreage 5.0 Address ANNIE IRENE Value:
Address RD 1100 BRANNAN RD Building $82800 Last 2 Sales
District County/UnIncorp MCDONOUGH GA 30253 Value: Date Price Reason Qual
Misc $2100 7/29/2021 $0 FAMLY/GIFT U
Value: 6/29/1980 $0 n/a U
Total $149900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 088-02057000 Class R Owner PIERSON MELVIN W & Land $228300
Property 1100 BRANNAN Acreage 42.11 Address ANNIE I Value:
Address RD 1100 BRANNAN RD Building $281900 Last 2 Sales
District County/UnIncorp MCDONOUGH GA Value: Date Price Reason Qual
30253 Misc $500 3/3/2020 $0 FAMLY/GIFT U
Value: 1/1/1973 $0 n/a U
Total $510700
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 070-01005001 Class R Owner CLARK FAMILY Land $16900
Property Acreage 12.994 Address INVESTMENTS LP Value:
Address 10587 COUNTY LINE Building $0 Last 2 Sales
District County/UnIncorp RD Value: Date Price Reason Qual
MIDLAND GA 31820 Misc $0 7/5/2011 $3,200 GOVERNMENT U
Value: 6/30/2009 $0 CORPORATE U
Total $16900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02056000 Class R Owner PIERSON H B Land Value: $647200
Last 2 Sales
Property Acreage 95.6 Address 941 BRANNAN RD Building $0
Date Price Reason Qual
Address MCDONOUGH GA Value:
10/1/1984 $0 n/a U
District County/UnIncorp 30253 Misc Value: $0
n/a $ n/a n/a
Total Value: $647200

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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
PHASE I ENVIRONMENTAL SITE ASSESSMENT

BRANNAN ROAD TRACT
941 & 1100 BRANNAN ROAD
MCDONOUGH, HENRY COUNTY, GEORGIA

RAD PROJECT NO.: 1367-B

Prepared For

PULTE GROUP
2475 NORTHWINDS PARKWAY
SUITE 600
ALPHARETTA, GEORGIA 30009

Prepared By

RAD and ASSOCIATES, INC.
420 PATRICK MILL ROAD, S.W.
WINDER, GEORGIA 30680
(678) 896-8320

NOVEMBER 9, 2021
RAD and Associates, Inc.
November 9, 2021

Pulte Group
2475 Northwinds Parkway
Suite 600
Alpharetta, GA 30009

Attention: Mr. Brad Edwards

Subject: Phase I Environmental Site Assessment
Brannan Road Tract
941 & 1100 Brannan Road
McDonough, Henry County, Georgia
Project No. 1367-B

Ladies and Gentlemen:

As authorized, RAD and Associates, Inc. (RAD) has completed a Phase I Environmental Site
Assessment (ESA) for the above referenced site. Included in this report is a description of the
methodology used, results obtained, and our conclusions.

RAD appreciates the opportunity to provide our environmental consulting services to you on this
project. If you have any questions, or need additional information, please feel free to contact us.

Sincerely,

RAD and Associates, Inc.

Robin D. Bell Grantland H. Dickson, Sr., P.E.
Senior Environmental Professional President

ii
TABLE OF CONTENTS

Section Page
GENERAL INFORMATION .............................................................................................. 4
SECTION 1 EXECUTIVE SUMMARY .............................................................................. 5
SECTION 2 SUBJECT PROPERTY DESCRIPTION ....................................................... 9
SECTION 3 HISTORICAL USE INFORMATION............................................................ 12
SECTION 4 REGULATORY DATABASE LISTINGS..................................................... 16
SECTION 5 LOCAL AGENCY RECORDS..................................................................... 17
SECTION 6 SITE RECONNAISSANCE ......................................................................... 18
SECTION 7 NON-ASTM SCOPE ITEMS ....................................................................... 22
SECTION 8 INTERVIEWS .............................................................................................. 24
SECTION 9 OFF-SITE RCONNAISSANCE ................................................................... 24
SECTION 10 PRODUCT INFORMATION ...................................................................... 25
SECTION 11 USER PROVIDED INFORMATION .......................................................... 28

APPENDICES
APPENDIX A SITE PHOTOGRAPHS
APPENDIX B SITE MAPS
FIGURE 1 – SITE LOCATION MAP
FIGURE 2 – SITE LAYOUT MAP
FIGURE 3 – AERIAL PHOTOGRAPH
APPENDIX C AERIAL PHOTOGRAPHS
APPENDIX D TOPOGRAPHIC MAPS
APPENDIX E REGULATORY RECORDS DOCUMENTATION
APPENDIX F SUPPORTING DOCUMENTATION
APPENDIX G COMPLETED QUESTIONAIRRES
APPENDIX H QUALIFICATIONS OF ASSESSORS

iii
Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

GENERAL INFORMATION
Project Information: Site Information:
Brannan Road Tract Brannan Road Tract
941 & 1100 Brannan Road
RAD Project No.: McDonough, Georgia
1367-B County: Henry

Consultant Information: Latitude/Longitude:
33.510887/-84.171439
RAD and Associates, Inc.
420 Patrick Mill Road, S.W. Site Access Contact:
Winder, GA 30680 Mr. Brad Edwards

Phone: (678) 896-8320
Email: grantd@windstream.net
Client Information:

Inspection Date: 10/18/2021 Pulte Group
Report Date: 11/9/2021 2475 Northwinds Parkway
Suite 600
Alpharetta, GA 30009

Environmental Professional (EP) Certification:
I declare that, to the best of my professional knowledge and belief, I meet the definition of
Environmental Professional as defined in 40 CFR Part 312.

I have the specific qualifications based on education, training, and experience to assess
a property of the nature, history, and setting of the subject property. I have developed
and performed all appropriate inquiries in conformance with the standards and practices
set forth in 40 CFR Part 312.

RAD and Associates, Inc.

Robin D. Bell, PE
Senior Environmental Professional

Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

1.0 EXECUTIVE SUMMARY

This Phase I Environmental Site Assessment was conducted of the approximate 155.7-
acre parcel located at 941 & 1100 Brannan Road, McDonough, Henry County, Georgia
30253 (herein referred to as the “Site”) in accordance with the American Society for
Testing and Materials (ASTM) standard practice E1527-13. The Site is comprised of four
tracts located west, east, and south of the intersection of Brannan Road and Springdale
Road.

RAD and Associates, Inc. (RAD) conducted the Site reconnaissance on October 18,
2021. The Site is comprised of the approximate 42.11-acre tract represented by Henry
County Parcel ID# 088-02057000, the 95.6-acre parent parcel represented by Henry
County Parcel ID# 088-02056000, 5.0-acre tract represented by Henry County Parcel
ID# 088-02055000, and 12.99-acre tract represented by Henry County Parcel ID# 070-
01005001.

A single-family residence is located in the northeastern portion
of the site. The remaining portions of the site are vacant
Property Type/Use: woodlands with remnants from two previous residences located
in the northeastern and southeastern portions of the site.
Date First Developed: The subject site was developed with residences and small
outbuildings at two locations located in the southeastern
portion of the site prior to 1939. These residences are the
current residence located at 941 Brannan Road and where
the remnants of the residence are located. A single
residence located at the east central side of the site was
constructed in the late 1970’s. The residence currently
located in the northeastern portion of the site was reported
to have been constructed in 1984.
Total Acreage: 155.7
Tax ID Number: 088-02057000, 088-02056000, 088-02055000, and 070-
01005001

Based upon the age of the current residential structures currently or historically at the
site, the potential for asbestos-containing materials (ACM) and lead-based paints (LBP)
is considered to be moderate. The potential for polychlorinated biphenyl (PCB)
containing equipment to be present at the Site is considered to be low. No obvious
damaged suspect ACM, LBP, or PCB-containing materials were observed during RAD’s
assessment.

Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

Environmental Report Summary

De
Report Section NFA BER REC HREC
Minimis
2.2 Environmental Liens and Activity/Use X
Limitations
3.2 Historical Background X
4.0 Regulatory Database Listings X
5.0 Local Agency Records X
6.0 Onsite Reconnaissance X
6.1 Site Operations, Processes, and Equipment X
6.2 Aboveground Chemical or Waste Storage X
6.3 Underground Chemical or Waste Storage, X
Drainage, or Collection Systems
6.4 Electrical Transformers / PCBs X
6.5 Releases or Potential Releases X
6.6 Other Notable Site Features X
7.1 Asbestos X
7.2 Lead Paint X
7.3 Radon X
7.4 Chinese Drywall X
7.5 Mold X
7.6 Wetlands / Erosion and Soil Control Concerns X
7.7 Vapor Migration X
8.0 Interviews X
9.0 Offsite Reconnaissance X
10.5 Data Gaps X

The items of concern noted in the table above are summarized in the Findings and
Opinions Section below.

1.1 FINDINGS AND OPINIONS

RAD has performed a Phase I Environmental Site Assessment in conformance with the
scope and limitations of ASTM Practice E 1527-13 of the Site. Any exceptions to, or
deviations from, this practice are described in Section 9 of this report. Based on the
observations made during the Phase I ESA and review of available information, this
assessment has revealed evidence of:

On-Site Recognized Environmental Conditions (RECs):
Based on observations made during the Phase I ESA and reviews of available
information, the following On-Site Recognized Environmental Conditions (RECs)
were identified:

• Piles of approximately 80 old crossties are stacked near the partially
demolished residence in the southeastern portion of the site. The crossties

Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

are stacked directly on the ground surface and the lower crossties have
begun to rot. Crossties were historically treated with preservatives such as
creosote and/or chromated copper arsenate (CCA). Due to the potential for
toxic chemicals associated with wood preservatives within the crossties
impacting near surface soils beneath the piles of crossties, these conditions
are considered to constitute a potential REC to the subject site.

Off-Site Recognized Environmental Conditions (RECs):
Based on observations made during the Phase I ESA and reviews of available
information, no Off-Site Recognized Environmental Conditions (RECs) were
identified.

On-Site and/or Off-Site Historical Recognized Environmental Conditions (HRECs):
ASTM E 1527-13 defines HRECs as a past release of any hazardous substances or
petroleum products that has occurred in connection with the property and has been
addressed to the satisfaction of the applicable regulatory authority or meeting
unrestricted use criteria established by a regulatory authority, without subjecting the
property to any required controls (property use restrictions, activity and use
limitations, institutional controls, or engineering controls). The final decision rests
with the environmental professional and will be influenced by the current impact of
the HREC on the property. If a past release of any hazardous substance or
petroleum products has occurred in the connection with the property and has been
remediated, with such remediation accepted by the responsible regulatory agency,
this condition shall be considered a historical recognized environmental condition.
Acceptance of remediation by regulators could include the issuance of a No Further
Action letter determination or equivalent.

There were no on-site and off-site HREC identified during this investigation.

On-Site and/or Off-Site Controlled Recognized Environmental Conditions
(CRECs):
ASTM E 1527-13 defines CRECs as a recognized environmental condition resulting
from a past release of hazardous substances or petroleum products that has been
addressed to the satisfaction of the applicable regulatory authority (as evidenced by
the issuance of a no further action letter or equivalent, or meeting risk-based criteria
established by regulatory authority), with hazardous substances or petroleum
products allowed to remain in place subject to the implementation of required
controls (property use restrictions, activity and use limitations, institutional controls,
or engineering controls).

There were no on-site or off-site CRECs identified during this investigation.

Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

On-Site and/or Off-Site Business Environmental Risks (BERs):
ASTM E 1527-13 defines a BER as “A risk which can have a material environmental
or environmentally-driven impact on the business associated with the current or
planned use of a parcel of commercial real estate, not necessarily limited to those
environmental issues required to be investigated in this practice. Considerations of
business environmental risk issues may involve addressing one or more non-scope
considerations.”

No on-site or off-site BERs were identified during this investigation.

Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

2.0 SUBJECT PROPERTY DESCRIPTION

2.1 LOCATION AND LEGAL DESCRIPTION

The Site is the approximate 155.7-acre tract property identified as Brannan Road Tract
located at 941 & 1100 Brannan Road, McDonough, Henry County, Georgia 30253.
Photographs of the Site are presented in Appendix A. Site Figures are included in Appendix
B. The Site is in an area zoned for agricultural and residential use. Copies of the
property record card is included in Appendix F.

The Site is comprised of the approximate 42.11-acre tract represented by Henry County
Parcel ID# 088-02057000, the 95.6-acre parent parcel represented by Henry County
Parcel ID# 088-02056000, and 5.0 acre tract represented by Henry County Parcel ID#
088-02055000.

2.2 ENVIRONMENTAL LIENS AND ACTIVITY/USE LIMITATIONS

RAD was not asked to obtain an environmental lien search for the Site. The Site was not
identified on any Activity/Land Use Limitations databases provided by EDR.

2.3 PHYSICAL SETTING

According to the most recent U.S. Geological Service (USGS) Topographic Maps, 7.5-
minute series for the Stockbridge quadrangle dated 2014, the site exhibits elevations
ranging from approximately 815 to 700 feet above mean sea level (amsl).

The topography is defined by a hilltop located at the southeast corner of the site. From
this hilltop, the site slopes gradually to moderately downward to the west, northwest, and
north toward tributaries of Wolf Creek which are located in the northwestern portions of
the site. Small tributaries extend into the southern and east central portions of the site.

The site lies in the Piedmont Geologic Region, an area underlain by igneous and
metamorphic rock. The in-place chemical and physical weathering of the parent rock
have formed the residual soils present in this geologic area. Weathering is facilitated by
fractures, joints, and by the presence of less resistant rock types. The typical residual
soil profile consists of clayey soils near the surface, where soil weathering is more
advanced, underlain by sandy silts and silty sands that generally become harder with
depth to the top of parent bedrock.

As inferred from topography, the presumed direction of localized groundwater flow would
be to the northwest toward a tributary of Wolf Creek which is located within the
northwestern portions of the site. Wolf Creek flows in a southwest to northeast direction
within the northwestern portions the site. It should be noted that it is impossible to
determine site-specific groundwater flow direction without conducting subsurface
investigations.

Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

According to the USDA NRCS Soil Survey for Henry County, the soils underlying the site
consist of:

• Toccoa sandy loam described as loamy alluvium which are moderately well
drained soils with moderate infiltration rates consisting of sandy loam, sandy
loam, and loam with seasonal groundwater depths of 30 to 60 inches.
• Gwinnett sandy clay loam described as residuum weathered from amphibolite
and/or residuum weathered from gneiss which are well drained soils with
moderate infiltration rates consisting of loam, clay, and sandy clay loam with
seasonal groundwater depths of greater than 80 inches.
• Madison sandy loam described as residuum weathered from mica schist and/or
residuum weathered from gneiss which are well drained soils with moderate
infiltration rates consisting of gravelly sandy loam, clay, clay loam, and fine sandy
loam with seasonal groundwater depths of greater than 80 inches.
• Cartecay loam described as loamy alluvium which are somewhat poorly drained
soils with moderate infiltration rates consisting of silt loam, silty clay loam, sandy
clay loam, and silt loam with seasonal groundwater depths of 6 to 18 inches.

According to the Federal Emergency Management Agency (FEMA) website, Flood
Insurance Rate Maps (FIRM) Map Panel No. 13151C0093D, effective on 10/06/2016
indicates that the northwestern portions of the site along Wolf Creek are within Special
Flood Hazard Area Zone “A” and the remaining areas of the subject site lies within Zone
“X” which is not a special flood hazard zone inundated by the 100-year floor.

2.4 SUBJECT PROPERTY AND VICINITY CHARACTERISTICS

The Site is located in an area with vacant woodlands and residential developments of
McDonough, Henry County, Georgia. Visual observations of adjoining properties (from
site boundaries) are summarized below:

Direction Description
North Overhead power line easement, vacant woodlands, scattered
residences, and a residential subdivision
South Hickory Flat Elementary School and a residential subdivision
West Overhead power line easement and beyond vacant woodlands and a
residential subdivision
East Brannan Road, a residential subdivision, and residences

2.5 DESCRIPTION OF SUBJECT PROPERTY STRUCTURES AND
IMPROVEMENTS

RAD conducted the Site reconnaissance on October 18, 2021. The majority of the site
is wooded and undeveloped. The section of the site northeast of Brannan Road has
remnants from a campsite which includes a shelter building and picnic tables. The
building is wood framed with a tin roof with no interior finishes or apparent utilities. A
sanitary sewer easement with manholes extends through the northwestern corner of the
site.

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Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

The remnants of a previous residence are located in the southeastern portion of the site
which includes a partially demolished wood-framed residence with a tin roof, a well with
a shed covering, and a small wood-framed barn/outbuilding. Piles of old crossties are
located east of the well.

A wood-framed previous residential structure is located at the east central side of the
site. The inside of the structure is full of stored household items. A small portable
propane tank, 30-gallon steel propane AST, lawn equipment, and buckets were
observed stored in the structure. A wood-framed and sided outhouse is located
southwest of the structure. A dilapidated truck, trailer frame with wheels, three 55-gallon
steel drums containing metal parts, five 5-gallon plastic buckets containing empty oil
bottles and old oil filters, and three empty 1-gallon plastic oil containers were stored
northeast of the residence.

A wood-framed residence with a partial basement is located at 1100 Brannan Road in
the northeastern portion of the site with a driveway extending from Brannan Road. A
steel propane AST is located west of the structure. Two storage areas in the basement
level of the residence have stored lawn equipment, tools, and buckets located on a
concrete floor slab.

A residence with multiple outbuildings (e.g., sheds and barns) is located within the
southeastern corner of the site at 941 Brannan Road. The residence is a 1-story wood-
framed structure with a pitched asphalt shingled roof. The outbuildings are 1-story
wood-framed structures with either tin or pitched asphalt shingled roofs with a
combination of wood framed and earthen floors. The outbuildings with open sided shed
areas were observed to store old tractors, farm equipment, and household items.

Four grave sites are located in a grassed field in the south central portion of the site. No
gravesite markers are present; however, the grave locations were marked by small wire
flags.

Site electrical service is provided by Snapping Shoals EMC to the residences located in
the northeastern and southeastern portions of the site. The electrical system is powered
overhead from a pole mounted transformer located adjacent to Brannan Road at the
driveway for the residence at 1100 Brannan Road. Potable water is provided to the site
along Brannan Road by Henry County Water. A well is located adjacent to the remnants
of the residence in the southeastern portion of the site but is not currently utilized.

2.6 CURRENT USES OF THE SUBJECT PROPERTY

A vacant residence (1100 Brannan Road) is located in the northeastern portion of the site
and a residence (941 Brannan Road) with multiple shed and a barn is located in the
southeastern portion of the site. The remaining portions of the site are vacant woodlands
with remnants of a partially demolished residence in the southeastern portion of the site and
an abandoned residence used for storage of household items in the east central portion of
the site. Four grave sites are located in a grassed field in the south central portion of the
site. No gravesite markers are present; however, the grave locations were marked by small
wire flags.

11
Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

3.0 HISTORICAL USE INFORMATION

The purpose of the records review is to obtain and review records that will help identify
RECs in connection with the Site.

3.1 HISTORICAL BACKGROUND

The subject site was developed with residences and small outbuildings at two
locations located in the southeastern portion of the site prior to 1939. These
residences are the current residence located at 941 Brannan Road and where the
remnants of the residence are located. A single residence located at the east central
side of the site was constructed in the late 1970’s. The residence currently located in
the northeastern portion of the site was reported to have been constructed in 1984.

3.1.1 Aerial Photographs

Historical aerial photographs were obtained from EDR for the span between 193 and
2017. Additionally, an aerial photograph dated 2019 was obtained from the Google
Earth maintained GIS website. The aerial photographs were reviewed in order to
identify historical land use that may have involved hazardous substances and
petroleum products. The following are descriptions and interpretations from the aerial
photographs reviewed. Copies of the historical aerial photographs are included in
Appendix C.

Aerial Photograph Summary
Year Site Adjoining Property
1939, Residences with several small N – Scattered residences north of Brannan
1950, outbuildings are located at two Road and vacant woodlands and fields.
1958, locations in the southeastern S – Woodlands and fields.
1964 portion of the site. The remaining E – Brannan Road and beyond scattered
portions of the site are vacant and residences and fields
a combination of woodlands and W – Vacant woodlands.
pastureland which transitions to
woodlands over time.
1971 Residences with several small N – Scattered residences north of Brannan
outbuildings are located at two Road, the current cleared power line
locations in the southeastern easement, and vacant woodlands and fields.
portion of the site. The remaining S – Woodlands and fields.
portions of the site are vacant and E – Brannan Road and beyond scattered
a combination of woodlands and residences and fields
pastureland which transitions to W – The current cleared power line
woodlands over time. The current easement and beyond vacant woodlands.
overhead power line easement
extends through the north corner
of the site.

12
Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

Aerial Photograph Summary
Year Site Adjoining Property
1981, Residences with several small N – Scattered residences north of Brannan
1988, outbuildings are located at two Road, the current cleared power line
1993 locations in the southeastern easement, and vacant woodlands and fields.
portion of the site. The current S – Woodlands and fields.
abandoned residence in the east E – Brannan Road and beyond scattered
central portion of the site is residences and fields
evident. The current residence in W – The current cleared power line
the northeastern portion of the site easement and beyond vacant woodlands.
first appears in 1993. The
remaining portions of the site are
vacant and a combination of
woodlands and pastureland which
transitions to woodlands over
time. The current overhead power
line easement extends through the
north corner of the site.
1999, Residences with several small N – Scattered residences north of Brannan
2007 outbuildings are located at two Road, the current cleared power line
locations in the southeastern easement, the current residential subdivision
portion of the site. The current to the northwest, and vacant woodlands and
abandoned residence in the east fields.
central portion of the site is S – The current elementary school and
evident. The current residence in residential subdivision.
the northeastern portion of the site E – Brannan Road and beyond scattered
first appears in 1993. The residences and fields
remaining portions of the site are W – The current cleared power line
vacant and a combination of easement and beyond vacant woodlands
woodlands and pastureland which and the current residential subdivision.
transitions to woodlands over
time. The current overhead power
line easement extends through the
north corner of the site.
2010 The northernmost previous N – Scattered residences north of Brannan
residence and outbuilding located Road, the current cleared power line
in the southeastern portion of the easement, the current residential subdivision
site are no longer distinguishable to the northwest, and vacant woodlands and
due to the density of the fields.
woodlands. The current residence S – The current elementary school and
and outbuildings located at 941 residential subdivision.
Brannan Road are evident. E – Brannan Road and beyond scattered
residences and fields
W – The current cleared power line
easement and beyond vacant woodlands
and the current residential subdivision.

13
Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

Aerial Photograph Summary
Year Site Adjoining Property
2013, The northernmost previous N – Scattered residences north of Brannan
2017, residence and outbuilding located Road, the current cleared power line
2019 in the southeastern portion of the easement, the current residential subdivision
site are no longer distinguishable to the northwest, and vacant woodlands and
due to the density of the fields.
woodlands. The current residence S – The current elementary school and
and outbuildings located at 941 residential subdivision.
Brannan Road in the southeastern E – Brannan Road and beyond scattered
portion of the site and residence residences and fields and the roadways and
located at 1100 Brannan Road in a few residences in the current residential
the northeastern portion of the site subdivision.
are evident. W – The current cleared power line
easement and beyond vacant woodlands
and the current residential subdivision.

3.1.2 Topographic Maps

Historic topographic maps were obtained from EDR. The maps were reviewed in order
to identify historical land use that may have involved hazardous substances and
petroleum products. The following are descriptions and interpretations from the
reviewed. Copies of the reviewed topographic maps are included in Appendix D.

Topographic Map Summary
Year Site Adjoining Property
1888, 1895 No structures evident. An N – No structures evident.
un-named road extends S – No structures evident.
through the northeastern E – No structures evident.
portion of the site W – No structures evident.
1964 Two residence and a small N – Brannan Road and beyond
outbuilding adjacent to the scattered residences are evident.
southernmost residence is S – No structures evident.
identified in the E – No structures evident.
southeastern portion of the W – No structures evident.
site. A pond is identified in
the northwestern portion of
the site along the Wolf
Creek alignment.
1973, 1981 A residence is identified in N – Brannan Road and beyond
the southeastern portion of scattered residences are evident.
the site. The current S – No structures evident.
overhead power line is E – No structures evident.
identified extending through W – The current overhead power line
the northwest corner of the easement is identified. No structures
site. evident.

14
Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

Topographic Map Summary
Year Site Adjoining Property
2014 No structures evident. N – No structures evident.
S – No structures evident. A symbol
for the current elementary school is
evident south of the site.
E – Brannan Road and beyond current
residential subdivision streets are
identified. No structures evident.
W – The current overhead power line
easement and beyond the current
residential subdivision streets are
identified. No structures evident.

3.1.3 Sanborn® Fire Insurance Maps

Sanborn® Fire Insurance Maps for the Site area were requested from EDR; however,
they were not available for the Site area.

3.1.4 City Directories

A City Directory Abstract Report was obtained from EDR. The abstract was reviewed in
order to identify historical land use that may have involved hazardous substances and
petroleum products. The following are descriptions and interpretations from the
abstract reviewed.

EDR reviewed city directories for the area of the subject site from 1966 to 2017.
Addresses corresponding to the subject property and properties in close proximity to the
subject site along Brannan Road were reviewed. No listings were available prior to
1966 for Brannan Road.

The subject site address, 941 Brannan Road, was identified as occupied by individual
Hubert B Pierson, in the 2017, 2014, 1995, and 1992 city directories and individual MW
Pierson in the 2010 and 2005 city directories. Hubert B Pierson appears in the 1966
through 1986 city directories as located on Brannan Road; however, no street addresses
are presented in the city directories. The subject site address, 1100 Brannan Road, was
identified as occupied by an individual, M W Pierson, in the 1992, 1995, 2000, 2005, and
2010 city directories and as Occupant Unknown in the 2014 city directory.

Nearby and adjoining sites with addresses on Brannan Road which appear in the
reviewed city directories are indicated to be individual residences. No listings with
potential environmental concerns at or in the area of the subject site were identified
during the review of the city directories.

15
Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

3.1.5 Review of Prior Environmental Reports or Investigations

RAD was retained by Pulte Group to conduct a Phase I Environmental Site Assessment
(ESA) with findings presented in a report dated July 2, 2021. The assessment was
conducted on the subject site which excluded the southern approximate 20-acre portion
of the 95.6-acre parent parcel represented by Henry County Parcel ID# 088-02056000
including the residence located at the southeastern portion of the site at 941 Brannan
Road as well as the 12.994-acre parcel represented by Henry County Parcel ID# 070-
02005001. The current subject site contained undeveloped woodlands and the three
residences (currently vacant, occupied, and partially demolished structures). The report
identified the following On-Site Recognized Environmental Conditions (RECs):

• Piles of approximately 80 old crossties are stacked near the partially
demolished residence in the southeastern portion of the site. The crossties
are stacked directly on the ground surface and the lower crossties have
begun to rot. Crossties were historically treated with preservatives such as
creosote and/or chromated copper arsenate (CCA). Due to the potential for
toxic chemicals associated with wood preservatives within the crossties
impacting near surface soils beneath the piles of crossties, these conditions
are considered to constitute a potential REC to the subject site.

No other prior environmental reports and/or investigations were provided and reviewed
by RAD.

3.2 HISTORICALLY SIGNIFICANT OR ENVIRONMENTAL FINDINGS

No readily apparent environmental concerns, such as landfills or illegal dumping, were
disclosed by reviewing the aerial photographs for the subject site. No gasoline stations
or UST facilities were identified in the immediate vicinity of the Site.

4.0 REGULATORY DATABASE LISTINGS

RAD contracted EDR to conduct an environmental database search for the Site and
surrounding land uses in accordance with ASTM E 1527-13. Descriptions of the
databases searched, and acronyms are provided in the complete database report
presented in Appendix E.

The Site was not identified on the databases searched in the EDR Radius Map with
GeoCheck® Report.

A review of the facilities listed within the Environmental Data Resources, Inc. (EDR)
Radius Map with GeoCheck® was conducted. One site was identified on the Georgia
Non-Hazardous Site Inventory (GA NON-HSI) list within the ASTM-specified minimum
search distances of the Site.

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McDonough, Georgia FHG Project No. 1367-B

4.1 SUMMARY OF DATABASE HITS

The following surrounding property was identified by the EDR Report as within the
minimum search distances for the ASTM specified databases:

Highlands Shopping Center – located at 2240 – 2268 Highway 42 North was
identified approximately 2,895 feet southwest and cross-gradient of the subject site
appears on the GA NON-HSI database. Due to its distance and topographic
relationship to the subject site, the Highlands Shopping Center appearance on the GA
NON-HSI database is not considered to constitute a REC to the subject site.

No other sites/facilities were identified within the ASTM-specified minimum search
distances of the Site.

4.2 ORPHAN SITES

The EDR report identified one “orphan” site/facility, which because of poor or inadequate
address information, could not be mapped by EDR. RAD did not identify any additional
facilities with environmental concerns within the ASTM-specified search radii for the
subject property during a review of the orphan site listing.

No additional facilities with potential environmental concerns were identified within the
ASTM-specified search radii of the subject site during the automobile reconnaissance of
the area.

5.0 LOCAL AGENCY RECORDS

RAD contacted the Henry County Fire Department (HCFD) to ascertain if there are any
records concerning the current or past presence of underground or above-ground
storage tanks or if any spills or releases of hazardous substances of environmental
concern were on file for the Site. HCFD had not replied to the information request at the
time of issuance of this report.

RAD obtained a copy of the property record cards from the Henry County Assessor’s
Office website. A copy of the cards is provided in Appendix F.

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McDonough, Georgia FHG Project No. 1367-B

6.0 SITE RECONNAISSANCE

Site Reconnaissance
Field Personnel Robin D. Bell
Reconnaissance Date October 18, 2021
Weather Conditions Clear, 72° F
Site Contact/Title No site contact present

The site visit consisted of a walk-through of the Site and observations of the perimeter
area of the Site to determine the presence of possible fuel tanks, drums, or other
objects of environmental concern.

6.1 SITE OPERATIONS, PROCESSES, AND EQUIPMENT

Site Characteristics
Category Item or Feature Observed REC
Emergency generators
Elevators
Air compressors
Hydraulic lifts
Dry cleaning
Site Operations,
Processes, and Parts washer(s)
Equipment Photo processing
Laboratory hoods and/or incinerators
Waste treatment systems and/or water
treatment systems
Heating and/or cooling systems X
Other processes or equipment

*If item is not marked “X” in the observed column, it was not observed during the Site
reconnaissance.

The residences located at 1100 Brannan Road in the northeastern portion of the subject
site and 941 Brannan Road in the southeastern portion of the site are cooled with
electric AC units and heated with propane fueled furnaces and a wood burning fireplace.

No conditions were identified that are considered to constitute a REC.

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McDonough, Georgia FHG Project No. 1367-B

6.2 ABOVEGROUND CHEMICAL OR WASTE STORAGE

Site Characteristics
Category Item or Feature Observed REC
Aboveground storage tanks X
Aboveground
Drums, barrels and/or containers ³ 5 gallons X
Chemical or
Cleaning and/or similar supplies
Waste Storage
MSDS (Material Safety Data Sheets)

*If item is not marked “X” in the observed column, it was not observed during the Site
reconnaissance.

A steel propane AST is located at the west side of the residence in the northeastern
portion of the site at 1100 Brannan Road a propane AST is located at the west side of the
residence in the southeastern portion of the site at 941 Brannan Road. A small portable
propane AST and an approximate 30-gallon steel propane AST are located within the
abandoned residence located in the east central portion of the site were.

Within the east central portion of the site adjacent to an abandoned residence, three (3)
55-gallon steel drums, five (5) plastic buckets, one (1) 10-gallon metal trash can, and
three (3) 1-gallon empty plastic oil containers are located in a small clearing. The drums
and buckets were observed to be either empty or storing metal automobile parts with the
exception of 1 bucket which contained used oil filters. The steel trash can was observed
to contain empty quart sized motor oil containers. No evidence of leaks or spills nor any
pools of potential petroleum products were observed in the vicinity of the various
containers.

In the barn structure located on the north side of the residence in the southeastern
portion of the site at 941 Brannan Road, a 55-gallon fuel drum with a pump dispenser is
stored for fueling the farm tractors. The drum is located on the earthen floor of the barn.
No evidence of leaks or spills nor any pools of potential petroleum products were
observed in the vicinity of the various containers.

The residence located at 1100 Brannan Road in the northeastern portion of the site has
open storage areas on the basement level of the structure. Within these storage areas,
small plastic motor oil bottles, a 5-gallon plastic gas can, and small containers of various
lubricants and cleaners were stored. No evidence of any leaks or spills were observed
on the concrete floor slab in the vicinity of these containers and good housekeeping
practices appeared to be followed with respect to the storage of these containers.

No conditions were identified that are considered to constitute a REC.

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McDonough, Georgia FHG Project No. 1367-B

6.3 UNDERGROUND CHEMICAL OR WASTE STORAGE, DRAINAGE OR
COLLECTION SYSTEMS

Site Characteristics
Category Item or Feature Observed REC
Underground storage tanks or ancillary UST
equipment
Sumps, cisterns, catch basins and/or dry wells
Grease traps
Septic tanks and/or leach fields X
Underground Oil/water separators
Chemical or
Pipeline markers
Waste Storage,
Interior floor drains
Drainage or
Collection Construction/demolition debris and/or dumped
Systems fill dirt
Surface water discoloration, odor, sheen, and/or
free floating product
Strong, pungent or noxious odors
Exterior pipe discharges and/or other effluent
discharges

*If item is not marked “X” in the observed column, it was not observed during the Site
reconnaissance.

The abandoned residence used for storage in the east central portion of the site was
observed to have a small outhouse. No piping was observed extending from the
outhouse which is expected to have had a privy. The current residence in the
northeastern portion of the site and residence in the southeastern portion of the site are
suspected to be serviced by on-site septic system; however, the locations of the septic
tanks and drain fields could not be determined by visual observation.

A pile of concrete rubble has been dumped atop the ground surface at the west side of
the site at the edge of the adjoining overhead power line easement. The concrete rubble
is not considered to constitute a REC.

No conditions were identified that are considered to constitute a REC.

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Brannan Road Tract November 9, 2021
McDonough, Georgia FHG Project No. 1367-B

6.4 ELECTRICAL TRANSFORMER/PCBS

Site Characteristics
Category Item or Feature Observed REC
Electrical Pad or pole mounted transformers and/or
Transformers/ capacitors
PCBs Other equipment

*If item is not marked “X” in the observed column, it was not observed during the Site
reconnaissance.

A pole mounted electrical transformer is located adjacent to Brannan Road at the
driveway for the residence located at 1100 Brannan Road in the northeastern portion
of the site. No evidence of any leaks or spills was observed in the vicinity of the
transformers.

No conditions were identified that are considered to constitute a REC.

6.5 RELEASES OR POTENTIAL RELEASES

Site Characteristics
Category Item or Feature Observed REC
Stressed vegetation
Stained soil
Stained pavement or similar surface
Leachate and/or waste seeps
Trash, debris and/or other waste materials
(including dumpsters and compactors)
Releases or
Dumping or disposal areas X
Potential
Releases Construction/demolition debris and/or dumped
fill dirt
Surface water discoloration, odor, sheen, and/or
free-floating product
Strong, pungent or noxious odors
Exterior pipe discharges and/or other effluent
discharges

*If item is not marked “Yes” in the observed column, it was not observed during the Site
reconnaissance.

Multiple piles containing approximately 80 old crossties are stacked near the partially
demolished residence in the southeastern portion of the site. The crossties are
stacked directly on the ground surface and the lower crossties have begun to rot.
Crossties were historically treated with preservatives such as creosote and/or
chromated copper arsenate (CCA). Due to the potential for toxic chemicals
associated with wood preservatives within the crossties impacting near surface soils
beneath the piles of crossties, these conditions are considered to constitute a potential
REC to the subject site.

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McDonough, Georgia FHG Project No. 1367-B

No other conditions were identified that are considered to constitute a REC.

6.6 OTHER NOTABLE SITE FEATURES

Site Characteristics
Category Item or Feature Observed REC
Surface water bodies
Quarries or pits
Wells (supply, monitoring, irrigation, etc.) X
Railroads/ spurs (present or historic indications)
Other Notable Sheds/ barns/ garages/ other storage structures X
Site Features Concrete pads or structural remnants
Pitted and/or cracked surfaces (building
interiors)
Patched areas or imprints in paved surfaces
Other

*If item is not marked “Yes” in the observed column, it was not observed during the Site
reconnaissance.

A well and old wood-framed barn/shed structure is located adjacent to the partially
demolished residence in the southeastern portion of the site. The well appears to have
been hand operated and no pumps or other machinery was observed. Multiple storage
outbuildings and old farm structures (e.g., sheds and barns) are located north and west
of the residence in the southeastern portion of the site at 941 Brannan Road.

No conditions were identified that are not considered to constitute a REC.

7.0 NON-ASTM SCOPE ITEMS
This section discusses the Non-ASTM considerations that were included in this
assessment.

7.1 ASBESTOS

Based upon the age of the current residential structures currently or historically at the
site, the potential for asbestos-containing materials (ACM) is considered to be moderate.
Based upon RAD’s limited visual observations during the site reconnaissance, no
suspect Asbestos Containing Materials (ACM) were identified.

7.2 LEAD PAINT

Based upon the age of the current residential structures currently or historically at the
site, the potential for asbestos-containing materials (ACM) and lead-based paints (LBP)
is considered to be moderate. Based upon RAD’s limited visual observations during the
site reconnaissance, no suspect Lead Based Paint (LBP) was identified.

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McDonough, Georgia FHG Project No. 1367-B

7.3 RADON

According to the information provided by Environmental Data Resources, Inc. (EDR)
Radius Map with GeoCheck report, Henry County is located in EPA Zone 2. Zone 2 is
defined as the average indoor radon ≥2 pCi/L and ≤4 pCi/L. Four (4) sites were tested
for radon levels in Henry County. Site specific radon testing was not conducted as part
of this assessment. Radon is not considered to be a BER due to the absence of any
structures on the site.

7.4 CHINESE DRYWALL

Based upon RAD’s limited visual observations during the site reconnaissance, suspect
Chinese drywall was not identified on Site.

7.5 MOLD

No significant evidence of mold growth or areas of habitual water damage was
observed. Mold sampling was not performed under the scope of this assessment. Mold
is naturally occurring, and levels of fungi will vary with testing locations and with time.
This report was prepared in accordance with generally accepted environmental practice
and procedures, the project Scope of Work, and the terms and conditions in the
Agreement. RAD’s comments concerning mold growth do not imply that a complete
assessment of mold growth occurred during our performance of the agreed upon scope
of work. The assessment stated herein is a professional opinion; no other warranty is
expressed or implied.

7.5 WETLANDS / EROSION AND SOIL CONTROL CONCERNS

The EDR report and review of U.S. Fish and Wildlife Service National Wetland Inventory
mapping identified no presence of wetlands at the site. The potential for wetlands is
anticipated to be present within the western, northwestern, and northern portions of the
site in the vicinity of Wolf Creek and its tributaries.

Significant soil erosion was not observed at the site.

7.6 VAPOR MIGRATION

The ASTM 1527-13 standard states that "for the purposes of this practice, “migrate” and
“migration” refers to the movement of hazardous substances or petroleum products in
any form, including, for example, solid and liquid at the surface or subsurface, and vapor
in the subsurface". Thus, this section specifies whether or not we perceive a risk of
vapor migration to the subject site.

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McDonough, Georgia FHG Project No. 1367-B

To assess a vapor migration risk, we conducted a detailed review and analysis of the
site-specific environmental database report and/or other reasonably ascertainable
records to assess whether:

1. Off-site properties have documented chlorinated volatile organic compound (VOC)
contamination located within 100 feet of the subject property, or

2. Off-site properties have documented volatile petroleum hydrocarbon contamination
within 30 feet of the subject property.

Based on our records review, no potential sources of vapor migration beneath the
subject site from off-site properties was identified.

8.0 INTERVIEWS

The parcels which comprise the site are individually owned by Melvin W. and Annie
Pierson (42.11-acre tract), H B Pierson (75.6- and 5.0-acre tracts), and Clark Family
Investments LP (12.994-acre tract). A questionnaire was forwarded to each of the
current property owners; however, these questionnaires were not returned at the time of
the issuance of this report.

9.0 OFF-SITE RECONNAISSANCE

The Site is located in an area with residential and commercial developments of
McDonough, Henry County, Georgia. Visual observations of adjoining properties (from
site boundaries) are summarized below:

Direction Description
North Overhead power line easement, vacant woodlands, scattered
residences, and a residential subdivision
South Hickory Flat Elementary School and a residential subdivision
West Overhead power line easement and beyond vacant woodlands and a
residential subdivision
East Brannan Road, a residential subdivision, and residences

There was no evidence of any UST’s, drums, or the storage of petroleum products
utilized at the sites located adjoining the site. No potential off-site recognized
environmental conditions were identified in connection with the Site during the course of
this assessment.

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McDonough, Georgia FHG Project No. 1367-B

10.0 PRODUCT INFORMATION

10.1 PURPOSE

The goal of this ESA is to identify whether recognized environmental conditions
(RECs), historical recognized environmental conditions (HRECs), or de minimis
conditions are present on the Site. RECs are the presence or likely presence of any
hazardous substances or petroleum products on a Site under conditions that indicate
an existing release, a past release, or a material threat or release of any hazardous
substances or petroleum products into structures on the Site or into the ground,
groundwater, or surface water of the Site. The term includes hazardous substances or
petroleum products, even under conditions in compliance with laws. The term is not
intended to include de minimis conditions that generally do not present a material risk
of harm to public health or the environment and that generally would not be the
subject of an enforcement action if brought to the attention of appropriate
governmental agencies (Section 1.1.1 E 1527-13, ASTM International [ASTM] 2013).
HRECs are environmental conditions which in the past would have been considered a
REC, but which may or may not be considered a REC currently (Section 3.2.39 E
1527-13, ASTM 2013).

This ESA is intended to satisfy one of the requirements for the innocent landowner
defense under the Comprehensive Environmental Response, Compensation, and
Liability Act (CERCLA): that is, the practices that constitute “all appropriate inquiry into
the previous ownership and uses of the Site consistent with good customary practice,”
as defined in 42 U.S. Code Section 9601 (35)(B).

10.2 SCOPE OF WORK

This ESA was conducted in accordance with the American Society for Testing and
Materials (ASTM) standard practice E1527-13.

The sampling and analysis of mold, radon, vapor intrusion, lead paint, lead-in-water,
soil and/or groundwater samples, and the evaluation of wetlands, indoor and/or
outdoor air quality, regulatory compliance, industrial hygiene, or noise impacts were
beyond the scope of this evaluation. Similarly, the identification of endangered or
protected plant and animal species or historical and archaeological sites was beyond
the scope of this assessment, as were the identification and evaluation of geological
or geotechnical hazards. The conclusions and findings of this report are limited in
time and scope to the date of the evaluations. This report is based solely on the
information collected during the assessment and activities at the Site, our present
understanding of the Site conditions, and our professional judgment in light of such
information at the time of the report.

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McDonough, Georgia FHG Project No. 1367-B

10.3 DEVIATIONS

There were no deviations from ASTM E 1527-13 other than those clearly identified in
previous sections of this report.

10.4 LIMITATIONS

RAD has performed the assessment in accordance with the American Society for
Testing and Materials (ASTM) standard practice E1527-13, in specific reliance on the
understandings and agreements reached between RAD and Pulte Group.

RAD assumes the accuracy of all information obtained in federal and state records,
personal interviews, and other information sources.

No ESA can wholly eliminate uncertainty regarding the potential for RECs in connection
with the Subject Property. The performance of the ESA is intended to reduce, but not
eliminate, uncertainty regarding the potential for RECs in connection with a Property.
The User must recognize reasonable limits of time and cost.

All attempts were made to present an objective and accurate ESA that represents the
condition of the subject property at the date of this writing. All opinions are based on
information obtained during the ESA process. If additional information becomes
available from sources reviewed or interviewed which might impact the environmental
conclusions, the opportunity is requested by RAD to review and modify this ESA, if
warranted.

Although this ESA has attempted to identify the potential for contamination of the subject
property, potential sources of contamination may have escaped detection due to the
inaccuracy of public records, personal recollection by those interviewed, or the presence
of undetected and/or unreported environmental incidents. The identification of rare or
endangered species, geological hazards, potential air quality, noise impact, an
evaluation of zoning, infrastructural, engineering, or other factors that could affect
development potential and/or usage of the property are not included in this ESA.

Estimates and professional opinions of this potential are based upon information derived
from the Site reconnaissance and from other activities described herein. Pulte Group is
herewith advised that the conditions observed by RAD are subject to change. Indicators
of the presence of hazardous substances and petroleum products that were not
indicated or observable at the time of the most recent Site reconnaissance may
subsequently become present or observable.

This ESA does not include mold sampling, radon sampling, lead-based paint sampling,
50-year chain of title search, liens search, activity and use limitations search, or wetland
delineation. This ESA report is based on information obtained from a variety of usually
reliable sources, which are listed in the report. RAD does not guarantee the authenticity
or reliability of the information it has received from outside sources.

This report is not a comprehensive Site characterization and should not be construed as
such. This report presents opinions that are based on the findings of visually observable

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McDonough, Georgia FHG Project No. 1367-B

on-Site and off-Site conditions, a review of specific regulatory records and historical
sources, and comments made by interviewees. ESAs, by their very nature, are limited.
RAD has endeavored to meet the applicable standard of care and in so doing, is
advising Pulte Group of the ESA limitations. RAD believes this information is essential to
help Pulte Group identify and manage risks. These risks can be reduced, but cannot be
completely eliminated through additional research. RAD will, upon request, advise Pulte
Group of the additional research opportunities available, their impact on risk, and their
cost.

10.5 DATA GAPS

The accuracy and completeness of this report may be limited by the following:

• Access Limitations – Interviews were not conducted with the
adjacent property owners other than presented in Section 8.0.
• Physical Obstructions to Observations – Access inside the living
areas of the current residences located at 1100 Brannan Road in the
northeastern portions of the site and residence located at 941 Brannan Road
was not granted; however, the interior of the residence at 1100 Brannan
Road were observed through the perimeter exterior windows. This access
restriction is not considered to constitute a significant data gap. No other
access restrictions or obstructions to observations occurred.
• Historical Data Source Failure - No significant data gaps were
identified. Time gaps of more than 5 years were noted in available historical
information.
• Other – An environmental lien search was not requested by the client
and was not obtained for the Site.

It should be noted that this assessment did not include an audit of operational
environmental compliance issues, or of any environmental management systems (EMS)
that may exist on the Site. Where required, the documents listed in the attachments,
were used as reference material for the completion of the Phase I ESA. Some of the
information presented in this report was provided through existing documents and
interviews. Although attempts were made, whenever possible, to obtain a minimum of
two confirmatory sources of information, RAD in certain instances has been required to
assume that the information provided is accurate.

The information and conclusions contained in this report are based upon work
undertaken by trained professional and technical staff in accordance with generally
accepted engineering and scientific practices current at the time the work was
performed. The conclusions presented represent the best judgment of RAD based on
the data obtained from the work. Due to the nature of investigation and the limited data
available, RAD cannot warrant against undiscovered environmental liabilities.
Conclusions presented in this report should not be construed as legal advice.

Should additional information become available, which differs significantly from our
understanding of conditions presented in this report, we request that this information be
brought to our attention so that we may reassess the conclusions provided herein.

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McDonough, Georgia FHG Project No. 1367-B

10.6 RELIANCE

Pulte Group are the only parties that has been involved in shaping the scope of services
needed to satisfactorily manage risks from Pulte Group point of view; therefore, Pulte
Group are the only intended beneficiary of this report. Reliance on this report by parties
other than Pulte Group may result in reliance on assumptions whose extent and nature
could distort the meaning and impact of the estimates given in this report. This could
result in misinterpretation of these estimates and unwise actions based on those
misinterpretations. As such, no party, except Pulte Group, should rely upon estimates for
the potential of hazardous materials to exist at the Site. With the consent of Pulte Group,
RAD is available to work with other parties in developing probability estimates, given
other parties unique risk management concerns. The guidelines used to define
hazardous substances and petroleum products were obtained from the ASTM Standard
of Practice E 1527-13. For the purposes of this report, the vicinity of the Site is defined
as properties located within approximately one-quarter mile radius of the Site.

11.0 USER PROVIDED INFORMATION

The following section summarizes information (if any) provided by Mr. Brad Edwards,
Director of Land Planning and Entitlement, as a representative of Pulte Home
Company, LLC with regard to the ESA.

11.1 SPECIALIZED KNOWLEDGE

No specialized knowledge was provided to RAD by the client.

11.2 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES

No valuation reductions for environmental issues were identified by the client.

11.3 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION

No prior reports or additional information, other than that documented within this
report, were provided to RAD as part of this assessment.

11.4 OWNER, PROPERTY MANAGER, AND OCCUPANT INFORMATION

The individual parcels which comprise the site are individually owned by Mr. H.B.
Pierson; Mr. Melvin W. Pierson and Annie Irene Pierson; and Clark Family Investments
LP.

The residence located at 1100 Brannan Road in the northeastern portion of the site was
reported to be unoccupied. The residence located at 941 Brannan Road in the
southeastern portion of the site was reported to be occupied by the current property
owner.

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McDonough, Georgia FHG Project No. 1367-B

11.5 REASON FOR PERFORMING PHASE I ESA

This Phase I ESA is being conducted as part of a lending evaluation. The Phase I ESA
is being conducted as part of environmental due diligence prior to a refinancing or Site
transfer.

11.6 TITLE RECORDS

No title records information was provided to RAD.

29
APPENDIX A
Photo 1: View of woodlands in northern portion of site

Photo 2: View of partially demolished former residence in south central
portion of site

Photo 3: View of small outbuilding in south central portion of the site

Photo 4: View of interior of small outbuilding in south central portion of
the site
Photo 5: View of well adjacent to former residence in south central
portion of the site

Photo 6: View of piles of old crossties in south central portion of site

Photo 7: View of former residence in east central portion of the site

Photo 8: View of materials stored in former residence in east central
portion of the site
Photo 9: View of materials stored in former residence in east central
portion of the site

Photo 10: View of old outhouse in east central portion of the site

Photo 11: View of old abandoned vehicles and trailers stored in east
central portion of the site

Photo 12: View of drums and buckets in east central portion of the site
Photo 13: View of empty oil bottles in metal trash can in east central
portion of the site

Photo 14: View of residence in northeastern portion of the site

Photo 15: View of propane AST adjacent to residence in northeastern
portion of the site

Photo 16: View of materials stored in basement level of residence in
northeastern portion of the site
Photo 17: View of materials stored in basement level of residence in
northeastern portion of the site

Photo 18: View of electrical transformer adjacent to driveway for
residence in northeastern portion of site adjacent to Brannan Road

Photo 19: View of campground in northeastern portion of the site
northeast of Brannan Road

Photo 20: View of unfinished interior of campground shelter building in
northeastern portion of the site northeast of Brannan Road
Photo 21: View of woodlands in interior portion of south central portion
of the site

Photo 22: View of sanitary sewer line easement extending through
northwest corner of the site

Photo 23: View of adjoining grassed field south of the southeastern
portion of the site

Photo 24: View of grave sites in south central portion of the site
Photo 25: View of residence at southeast corner of the site facing west

Photo 26: View of residence at southeast corner of the site facing
northeast

Photo 27: View of outbuilding and propane AST at rear of residence in
southeast corner of site

Photo 28: View of outbuilding at northwest side of residence in southeast
corner of site
Photo 29: View of stored items in shed in southeast corner of site

Photo 30: View of tractors stored at barn in southeast corner of the site

Photo 31: View of 55-gallon fuel drum stored in barn in southeast corner
of the site

Photo 32: View of adjoining residential subdivision south of southwestern
portion of the site
Photo 33: View of Hickory Flat Elementary School south of southeastern
portion of the site

Photo 34: View of adjoining residences east of the site beyond Brannan
Road

Photo 35: View of adjoining residential subdivision east of the northern
portion of the site beyond Brannan Road

Photo 36: View of adjoining residential subdivision east of northern
portion of site northeast of Brannan Road
Photo 37: View of adjoining vacant woodlands north of the site beyond
Brannan Road

Photo 38: View of adjoining woodlands and residences northwest of north
side of the site

Photo 39: View of adjoining overhead power line easement and
residential subdivision northwest of the site

Photo 40: View of adjoining overhead power line easement west of the
site facing north of southwest corner of site
APPENDIX B
SUBJECT SITE

SUBJECT SITE

LEGEND FIGURE 1 – SITE LOCATION MAP
PHASE I ENVIRONMENTAL SITE ASSESSMENT
BRANNAN ROAD TRACT
IMAGE SOURCE: HENRY COUNTY GA MAINTAINED GIS 941 & 1100 BRANNAN ROAD
MCDONOUGH, GEORGIA
WEBSITE RAD PROJECT NO. 1367-B
Woodlands Vacant Woodlands

Residence
Electrical Transmission Line
BRANNAN ROAD
Campsite
Shelter Bldg
Providence
Woodlands Harbour
The Carlyle Residential
at Rockport Subdivision
Subdivision
Residence

Old
Residence

Single-Family
Residences
Vacant Woodlands
Remnants
of Residence W

Electrical Transmission Line
Grave
Sites Wylde Wood Drive

Residence Residences
Vacant Woodlands With Sheds
Vacant Woodlands

Hickory Flat
Residential Residence
Elementary
Subdivision School

Residence
LEGEND
Property Boundary Pole Mounted Transformer FIGURE 2 – SITE LAYOUT MAP
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Construction Debris Sanitary Sewer Easement BRANNAN ROAD TRACT
941 & 1100 BRANNAN ROAD
Crosstie Stockpile Drums Propane AST MCDONOUGH, GEORGIA
RAD PROJECT NO. 1367-B
W Well Buckets
SUBJECT SITE

SUBJECT SITE

LEGEND FIGURE 3 – AERIAL PHOTOGRAPH
PHASE I ENVIRONMENTAL SITE ASSESSMENT
BRANNAN ROAD TRACT
IMAGE SOURCE: EDR 2017 AERIAL PHOTOGRAPH 941 & 1100 BRANNAN ROAD
MCDONOUGH, GEORGIA
RAD PROJECT NO. 1367-B
APPENDIX C
6515321.8

2017

= 500'
6515321.8

2013

= 500'
6515321.8

2010

= 500'
6515321.8

2007

= 500'
6515321.8

1999

= 500'
6515321.8

1993

= 500'
6515321.8

1988 Subject boundary not shown because it
exceeds image extent or image is not
= 500' georeferenced.
6515321.8

1981

= 500'
6515321.8

1971

= 500'
6515321.8

1964

= 500'
6515321.8

1958

= 500'
6515321.8

1950

= 500'
6515321.8

1939

= 500'
APPENDIX D
SUBJECT SITE

LEGEND 2014 TOPOGRAPHIC QUADRANGLE MAP
BRANNAN ROAD TRACT
1100 BRANNAN ROAD
IMAGE SOURCE: STOCKBRIDGE 2014 TOPOGRAPHIC MCDONOUGH, GEORGIA
QUADRANGLE MAP RAD PROJECT NO. 1367-B
APPENDIX E
Brannan Road Tract
941 Brannan Road
McDonough, GA 30253

Inquiry Number: 6734724.1s
November 03, 2021

Th e ED R Radius M ap™ R epo rt

6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
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FORM-LBF-MGA
TABLE OF CONTENTS

SECTION PAGE

Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 9
Government Records Searched/Data Currency Tracking GR-1

GEOCHECK ADDENDUM

GeoCheck - Not Requested

Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.

Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
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CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
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environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
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TC6734724.1s Page 1
EXECUTIVE SUMMARY

A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site
Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited
Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed
for the evaluation of environmental risk associated with a parcel of real estate.

TARGET PROPERTY INFORMATION

ADDRESS

941 BRANNAN ROAD
MCDONOUGH, GA 30253

COORDINATES

Latitude (North): 33.5097880 - 33˚ 30’ 35.23’’
Longitude (West): 84.1725100 - 84˚ 10’ 21.03’’
Universal Tranverse Mercator: Zone 16
UTM X (Meters): 762650.7
UTM Y (Meters): 3711191.2
Elevation: 778 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY

Target Property Map: 15919583 STOCKBRIDGE, GA
Version Date: 2020

South Map: 15919541 MCDONOUGH, GA
Version Date: 2020

AERIAL PHOTOGRAPHY IN THIS REPORT

Portions of Photo from: 20150728, 20150826
Source: USDA

TC6734724.1s EXECUTIVE SUMMARY 1
MAPPED SITES SUMMARY

Target Property Address:
941 BRANNAN ROAD
MCDONOUGH, GA 30253

Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)
ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
1 HIGHLANDS SHOPPING C 2240 - 2268 HIGHWAY GA NON-HSI Higher 2895, 0.548, SW

6734724.1s Page 2
EXECUTIVE SUMMARY

TARGET PROPERTY SEARCH RESULTS

The target property was not listed in any of the databases searched by EDR.

DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:

STANDARD ENVIRONMENTAL RECORDS

Federal NPL site list
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens

Federal Delisted NPL site list
Delisted NPL National Priority List Deletions

Federal CERCLIS list
FEDERAL FACILITY Federal Facility Site Information listing
SEMS Superfund Enterprise Management System

Federal CERCLIS NFRAP site list
SEMS-ARCHIVE Superfund Enterprise Management System Archive

Federal RCRA CORRACTS facilities list
CORRACTS Corrective Action Report

Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA - Treatment, Storage and Disposal

Federal RCRA generators list
RCRA-LQG RCRA - Large Quantity Generators
RCRA-SQG RCRA - Small Quantity Generators
RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity
Generators)

Federal institutional controls / engineering controls registries
LUCIS Land Use Control Information System

TC6734724.1s EXECUTIVE SUMMARY 3
EXECUTIVE SUMMARY

US ENG CONTROLS Engineering Controls Sites List
US INST CONTROLS Institutional Controls Sites List

Federal ERNS list
ERNS Emergency Response Notification System

State- and tribal - equivalent CERCLIS
SHWS Hazardous Site Inventory

State and tribal landfill and/or solid waste disposal site lists
SWF/LF Solid Waste Disposal Facilities

State and tribal leaking storage tank lists
LUST List of Leaking Underground Storage Tanks
INDIAN LUST Leaking Underground Storage Tanks on Indian Land

State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
UST Underground Storage Tank Database
AST Above Ground Storage Tanks
INDIAN UST Underground Storage Tanks on Indian Land

State and tribal institutional control / engineering control registries
INST CONTROL Public Record List
AUL Uniform Environmental Covenants

State and tribal voluntary cleanup sites
INDIAN VCP Voluntary Cleanup Priority Listing
VCP Voluntary Cleanup Program site

State and tribal Brownfields sites
BROWNFIELDS Brownfields Public Record List

ADDITIONAL ENVIRONMENTAL RECORDS

Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites

Local Lists of Landfill / Solid Waste Disposal Sites
SWRCY Recycling Center Listing
HIST LF Historical Landfills
INDIAN ODI Report on the Status of Open Dumps on Indian Lands
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations
ODI Open Dump Inventory

TC6734724.1s EXECUTIVE SUMMARY 4
EXECUTIVE SUMMARY

IHS OPEN DUMPS Open Dumps on Indian Land

Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register
CDL Clandestine Drug Labs
DEL SHWS Delisted Hazardous Site Inventory Listing
US CDL National Clandestine Laboratory Register

Local Land Records
LIENS 2 CERCLA Lien Information

Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
SPILLS Spills Information
SPILLS 90 SPILLS 90 data from FirstSearch

Other Ascertainable Records
RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated
FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing
US FIN ASSUR Financial Assurance Information
EPA WATCH LIST EPA WATCH LIST
2020 COR ACTION 2020 Corrective Action Program List
TSCA Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
MLTS Material Licensing Tracking System
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing
DOT OPS Incident and Accident Data
CONSENT Superfund (CERCLA) Consent Decrees
INDIAN RESERV Indian Reservations
FUSRAP Formerly Utilized Sites Remedial Action Program
UMTRA Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem
US MINES Mines Master Index File
ABANDONED MINES Abandoned Mines
FINDS Facility Index System/Facility Registry System

TC6734724.1s EXECUTIVE SUMMARY 5
EXECUTIVE SUMMARY

ECHO Enforcement & Compliance History Information
UXO Unexploded Ordnance Sites
DOCKET HWC Hazardous Waste Compliance Docket Listing
FUELS PROGRAM EPA Fuels Program Registered Listing
AIRS Permitted Facility and Emissions Listing
COAL ASH Coal Ash Disposal Site Listing
DRYCLEANERS Drycleaner Database
Financial Assurance Financial Assurance Information Listing
NPDES NPDES Wastewater Permit List
TIER 2 Tier 2 Data Listing
UIC Underground Injection Control
MINES MRDS Mineral Resources Data System

EDR HIGH RISK HISTORICAL RECORDS

EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR Hist Auto EDR Exclusive Historical Auto Stations
EDR Hist Cleaner EDR Exclusive Historical Cleaners

EDR RECOVERED GOVERNMENT ARCHIVES

Exclusive Recovered Govt. Archives
RGA HWS Recovered Government Archive State Hazardous Waste Facilities List
RGA LF Recovered Government Archive Solid Waste Facilities List
RGA LUST Recovered Government Archive Leaking Underground Storage Tank

SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.

Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.

Sites listed in bold italics are in multiple databases.

Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS

State- and tribal - equivalent CERCLIS
GA NON-HSI: Georgia Non Hazardous Site Inventory Sites.

A review of the GA NON-HSI list, as provided by EDR, and dated 07/30/2021 has revealed that there is
1 GA NON-HSI site within approximately 1 mile of the target property.

TC6734724.1s EXECUTIVE SUMMARY 6
EXECUTIVE SUMMARY

Equal/Higher Elevation
____________________ Address
________ Direction / Distance
___________________ Map ID
_____ Page
HIGHLANDS SHOPPING C 2240 - 2268 HIGHWAY SW 1/2 - 1 (0.548 mi.) 1 8

TC6734724.1s EXECUTIVE SUMMARY 7
EXECUTIVE SUMMARY

Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records.

Site Name
____________ Database(s)
RYLAND HOMES INERT LANDFILL SWF/LF

TC6734724.1s EXECUTIVE SUMMARY 8
EDR Inc.
EDR Inc.
MAP FINDINGS SUMMARY

Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 >1 Plotted

STANDARD ENVIRONMENTAL RECORDS

Federal NPL site list
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 1.000 0 0 0 0 NR 0
Federal Delisted NPL site list
Delisted NPL 1.000 0 0 0 0 NR 0
Federal CERCLIS list
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Federal RCRA CORRACTS facilities list
CORRACTS 1.000 0 0 0 0 NR 0
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF 0.500 0 0 0 NR NR 0
Federal RCRA generators list
RCRA-LQG 0.250 0 0 NR NR NR 0
RCRA-SQG 0.250 0 0 NR NR NR 0
RCRA-VSQG 0.250 0 0 NR NR NR 0
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 0 0 0 NR NR 0
US INST CONTROLS 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS TP NR NR NR NR NR 0
State- and tribal - equivalent CERCLIS
SHWS 1.000 0 0 0 0 NR 0
GA NON-HSI 1.000 0 0 0 1 NR 1
State and tribal landfill and/or
solid waste disposal site lists
SWF/LF 0.500 0 0 0 NR NR 0
State and tribal leaking storage tank lists
LUST 0.500 0 0 0 NR NR 0
INDIAN LUST 0.500 0 0 0 NR NR 0
State and tribal registered storage tank lists
FEMA UST 0.250 0 0 NR NR NR 0

TC6734724.1s Page 4
MAP FINDINGS SUMMARY

Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 >1 Plotted

UST 0.250 0 0 NR NR NR 0
AST 0.250 0 0 NR NR NR 0
INDIAN UST 0.250 0 0 NR NR NR 0
State and tribal institutional
control / engineering control registries
INST CONTROL 0.500 0 0 0 NR NR 0
AUL 0.500 0 0 0 NR NR 0
State and tribal voluntary cleanup sites
INDIAN VCP 0.500 0 0 0 NR NR 0
VCP 0.500 0 0 0 NR NR 0
State and tribal Brownfields sites
BROWNFIELDS 0.500 0 0 0 NR NR 0

ADDITIONAL ENVIRONMENTAL RECORDS

Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
SWRCY 0.500 0 0 0 NR NR 0
HIST LF 0.500 0 0 0 NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL TP NR NR NR NR NR 0
CDL TP NR NR NR NR NR 0
DEL SHWS 1.000 0 0 0 0 NR 0
US CDL TP NR NR NR NR NR 0
Local Land Records
LIENS 2 TP NR NR NR NR NR 0
Records of Emergency Release Reports
HMIRS TP NR NR NR NR NR 0
SPILLS TP NR NR NR NR NR 0
SPILLS 90 TP NR NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 0 0 NR NR NR 0
FUDS 1.000 0 0 0 0 NR 0
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0

TC6734724.1s Page 5
MAP FINDINGS SUMMARY

Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 >1 Plotted

US FIN ASSUR TP NR NR NR NR NR 0
EPA WATCH LIST TP NR NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA TP NR NR NR NR NR 0
TRIS TP NR NR NR NR NR 0
SSTS TP NR NR NR NR NR 0
ROD 1.000 0 0 0 0 NR 0
RMP TP NR NR NR NR NR 0
RAATS TP NR NR NR NR NR 0
PRP TP NR NR NR NR NR 0
PADS TP NR NR NR NR NR 0
ICIS TP NR NR NR NR NR 0
FTTS TP NR NR NR NR NR 0
MLTS TP NR NR NR NR NR 0
COAL ASH DOE TP NR NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER TP NR NR NR NR NR 0
RADINFO TP NR NR NR NR NR 0
HIST FTTS TP NR NR NR NR NR 0
DOT OPS TP NR NR NR NR NR 0
CONSENT 1.000 0 0 0 0 NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS TP NR NR NR NR NR 0
US AIRS TP NR NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
ABANDONED MINES 0.250 0 0 NR NR NR 0
FINDS TP NR NR NR NR NR 0
ECHO TP NR NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
DOCKET HWC TP NR NR NR NR NR 0
FUELS PROGRAM 0.250 0 0 NR NR NR 0
AIRS TP NR NR NR NR NR 0
COAL ASH 0.500 0 0 0 NR NR 0
DRYCLEANERS 0.250 0 0 NR NR NR 0
Financial Assurance TP NR NR NR NR NR 0
NPDES TP NR NR NR NR NR 0
TIER 2 TP NR NR NR NR NR 0
UIC TP NR NR NR NR NR 0
MINES MRDS TP NR NR NR NR NR 0

EDR HIGH RISK HISTORICAL RECORDS

EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
EDR Hist Auto 0.125 0 NR NR NR NR 0
EDR Hist Cleaner 0.125 0 NR NR NR NR 0

EDR RECOVERED GOVERNMENT ARCHIVES

Exclusive Recovered Govt. Archives
RGA HWS TP NR NR NR NR NR 0

TC6734724.1s Page 6
MAP FINDINGS SUMMARY

Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 >1 Plotted

RGA LF TP NR NR NR NR NR 0
RGA LUST TP NR NR NR NR NR 0

- Totals -- 0 0 0 0 1 0 1

NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database

TC6734724.1s Page 7
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number

1 HIGHLANDS SHOPPING CENTER GA NON-HSI S112449933
SW 2240 - 2268 HIGHWAY 42 NORTH N/A
1/2-1 STOCKBRIDGE, GA 30253
0.548 mi.
2895 ft.
Relative: NON HSI:
Higher Name: HIGHLANDS SHOPPING CENTER
Actual: Address: 2240 - 2268 HIGHWAY 42 NORTH
781 ft. City,State,Zip: STOCKBRIDGE, GA 30253
Latitude: 33.502778
Longitude: 84.184167
Ground Water Pathway Score: 7.32
On-Site Pathway Score: 12.59
Report Date: 11/15/2012
Additional Info: Not reported
Contamination: chloromethane

TC6734724.1s Page 8
Count: 1 records. ORPHAN SUMMARY

City EDR ID Site Name Site Address Zip Database(s)

STOCKBRIDGE S107667797 RYLAND HOMES INERT LANDFILL THE ARBORS S/D LOT 28 ROCKPORT * SWF/LF

TC6734724.1s Page 9
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.

Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days
from the date the government agency made the information available to the public.

STANDARD ENVIRONMENTAL RECORDS

Federal NPL site list

NPL: National Priority List
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 07/29/2021 Source: EPA
Date Data Arrived at EDR: 08/04/2021 Telephone: N/A
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/10/2022
Data Release Frequency: Quarterly

NPL Site Boundaries
Sources:
EPA’s Environmental Photographic Interpretation Center (EPIC)
Telephone: 202-564-7333
EPA Region 1 EPA Region 6
Telephone 617-918-1143 Telephone: 214-655-6659
EPA Region 3 EPA Region 7
Telephone 215-814-5418 Telephone: 913-551-7247
EPA Region 4 EPA Region 8
Telephone 404-562-8033 Telephone: 303-312-6774
EPA Region 5 EPA Region 9
Telephone 312-886-6686 Telephone: 415-947-4246
EPA Region 10
Telephone 206-553-8665

Proposed NPL: Proposed National Priority List Sites
A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule
in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on
the NPL those sites that continue to meet the requirements for listing.
Date of Government Version: 07/29/2021 Source: EPA
Date Data Arrived at EDR: 08/04/2021 Telephone: N/A
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/10/2022
Data Release Frequency: Quarterly

NPL LIENS: Federal Superfund Liens
Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority
to file liens against real property in order to recover remedial action expenditures or when the property owner
received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.

TC6734724.1s Page GR-1
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 10/15/1991 Source: EPA
Date Data Arrived at EDR: 02/02/1994 Telephone: 202-564-4267
Date Made Active in Reports: 03/30/1994 Last EDR Contact: 08/15/2011
Number of Days to Update: 56 Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned

Federal Delisted NPL site list

Delisted NPL: National Priority List Deletions
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the
NPL where no further response is appropriate.
Date of Government Version: 07/29/2021 Source: EPA
Date Data Arrived at EDR: 08/04/2021 Telephone: N/A
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/10/2022
Data Release Frequency: Quarterly

Federal CERCLIS list

FEDERAL FACILITY: Federal Facility Site Information listing
A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive
Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities
Restoration and Reuse Office is involved in cleanup activities.
Date of Government Version: 05/25/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 06/24/2021 Telephone: 703-603-8704
Date Made Active in Reports: 09/20/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/10/2022
Data Release Frequency: Varies

SEMS: Superfund Enterprise Management System
SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites,
and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was
formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous
waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons,
pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA).
This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the
sites which are in the screening and assessment phase for possible inclusion on the NPL.
Date of Government Version: 07/29/2021 Source: EPA
Date Data Arrived at EDR: 08/04/2021 Telephone: 800-424-9346
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/24/2022
Data Release Frequency: Quarterly

Federal CERCLIS NFRAP site list

SEMS-ARCHIVE: Superfund Enterprise Management System Archive

TC6734724.1s Page GR-2
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under
the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP,
renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while
it is archived if site conditions change and/or new information becomes available. Archived sites have been removed
and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge,
assessment at a site has been completed and that EPA has determined no further steps will be taken to list the
site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or
other considerations require a recommendation for listing at a later time. The decision does not necessarily mean
that there is no hazard associated with a given site; it only means that. based upon available information, the
location is not judged to be potential NPL site.
Date of Government Version: 07/29/2021 Source: EPA
Date Data Arrived at EDR: 08/04/2021 Telephone: 800-424-9346
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/24/2022
Data Release Frequency: Quarterly

Federal RCRA CORRACTS facilities list

CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
Date of Government Version: 09/13/2021 Source: EPA
Date Data Arrived at EDR: 09/15/2021 Telephone: 800-424-9346
Date Made Active in Reports: 10/12/2021 Last EDR Contact: 09/15/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

Federal RCRA non-CORRACTS TSD facilities list

RCRA-TSDF: RCRA - Treatment, Storage and Disposal
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that
move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the
waste. TSDFs treat, store, or dispose of the waste.
Date of Government Version: 09/13/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 09/15/2021 Telephone: (404) 562-8651
Date Made Active in Reports: 10/12/2021 Last EDR Contact: 09/15/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

Federal RCRA generators list

RCRA-LQG: RCRA - Large Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate
over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
Date of Government Version: 09/13/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 09/15/2021 Telephone: (404) 562-8651
Date Made Active in Reports: 10/12/2021 Last EDR Contact: 09/15/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

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RCRA-SQG: RCRA - Small Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate
between 100 kg and 1,000 kg of hazardous waste per month.
Date of Government Version: 09/13/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 09/15/2021 Telephone: (404) 562-8651
Date Made Active in Reports: 10/12/2021 Last EDR Contact: 09/15/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

RCRA-VSQG: RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators)
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate
less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.
Date of Government Version: 09/13/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 09/15/2021 Telephone: (404) 562-8651
Date Made Active in Reports: 10/12/2021 Last EDR Contact: 09/15/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

Federal institutional controls / engineering controls registries

LUCIS: Land Use Control Information System
LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure
properties.
Date of Government Version: 07/12/2021 Source: Department of the Navy
Date Data Arrived at EDR: 08/06/2021 Telephone: 843-820-7326
Date Made Active in Reports: 10/22/2021 Last EDR Contact: 08/05/2021
Number of Days to Update: 77 Next Scheduled EDR Contact: 11/22/2021
Data Release Frequency: Varies

US ENG CONTROLS: Engineering Controls Sites List
A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building
foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental
media or effect human health.
Date of Government Version: 05/17/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 05/21/2021 Telephone: 703-603-0695
Date Made Active in Reports: 08/11/2021 Last EDR Contact: 08/23/2021
Number of Days to Update: 82 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Varies

US INST CONTROLS: Institutional Controls Sites List
A listing of sites with institutional controls in place. Institutional controls include administrative measures,
such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation
care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally
required as part of the institutional controls.
Date of Government Version: 05/17/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 05/21/2021 Telephone: 703-603-0695
Date Made Active in Reports: 08/11/2021 Last EDR Contact: 08/23/2021
Number of Days to Update: 82 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Varies

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Federal ERNS list

ERNS: Emergency Response Notification System
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
Date of Government Version: 06/14/2021 Source: National Response Center, United States Coast Guard
Date Data Arrived at EDR: 06/17/2021 Telephone: 202-267-2180
Date Made Active in Reports: 08/17/2021 Last EDR Contact: 09/21/2021
Number of Days to Update: 61 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

State- and tribal - equivalent CERCLIS

SHWS: Hazardous Site Inventory
State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites
may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds
(state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially
responsible parties. Available information varies by state.
Date of Government Version: 07/01/2021 Source: Department of Environmental Protection
Date Data Arrived at EDR: 07/06/2021 Telephone: 404-657-8600
Date Made Active in Reports: 09/24/2021 Last EDR Contact: 09/14/2021
Number of Days to Update: 80 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Annually

NON HSI: Non-Hazardous Site Inventory
This list was obtained by EDR in 1998 and contains property listings that have reported contamination of soil
or groundwater under the Georgia Hazardous Site Response Act (HSRA). These sites were not placed on the Georgia
Priority list (Hazardous Site Inventory or HSI) because their hazard evaluation scores did not exceed the threshold
levels established for sites posing an imminent threat to health or the environment. Disclaimer provided by Rindt-McDuff
Associates - the database information has been obtained from publicly available sources produced by other entities.
While reasonable steps have been taken to insure the accuracy of the data, RMA does not guarantee the accuracy
of the data. No claim is made for the actual existence of pollution at any site. This data does not constitute
a legal opinion.
Date of Government Version: 07/30/2021 Source: Rindt-McDuff Associates, Inc.
Date Data Arrived at EDR: 08/03/2021 Telephone: N/A
Date Made Active in Reports: 08/06/2021 Last EDR Contact: 10/04/2021
Number of Days to Update: 3 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Annually

State and tribal landfill and/or solid waste disposal site lists

SWF/LF: Solid Waste Disposal Facilities
Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal
facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities
or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal
sites.
Date of Government Version: 07/21/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 07/23/2021 Telephone: 404-362-2696
Date Made Active in Reports: 10/29/2021 Source: Center for GIS, Georgia Institute of Technology
Number of Days to Update: 98 Telephone: 404-385-0900
Last EDR Contact: 10/28/2021
Next Scheduled EDR Contact: 02/06/2022
Data Release Frequency: Semi-Annually

State and tribal leaking storage tank lists

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LUST: List of Leaking Underground Storage Tanks
Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground
storage tank incidents. Not all states maintain these records, and the information stored varies by state.
Date of Government Version: 07/08/2021 Source: Environmental Protection Division
Date Data Arrived at EDR: 08/05/2021 Telephone: 404-362-2687
Date Made Active in Reports: 10/27/2021 Last EDR Contact: 09/10/2021
Number of Days to Update: 83 Next Scheduled EDR Contact: 12/20/2021
Data Release Frequency: Quarterly

INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land
A listing of leaking underground storage tank locations on Indian Land.
Date of Government Version: 04/28/2021 Source: EPA Region 1
Date Data Arrived at EDR: 06/11/2021 Telephone: 617-918-1313
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Florida, Mississippi and North Carolina.
Date of Government Version: 05/28/2021 Source: EPA Region 4
Date Data Arrived at EDR: 06/22/2021 Telephone: 404-562-8677
Date Made Active in Reports: 09/20/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 90 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land
Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin.
Date of Government Version: 04/06/2021 Source: EPA, Region 5
Date Data Arrived at EDR: 06/11/2021 Telephone: 312-886-7439
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Iowa, Kansas, and Nebraska
Date of Government Version: 06/01/2021 Source: EPA Region 7
Date Data Arrived at EDR: 06/11/2021 Telephone: 913-551-7003
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Arizona, California, New Mexico and Nevada
Date of Government Version: 05/27/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 06/11/2021 Telephone: 415-972-3372
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Date of Government Version: 04/27/2021 Source: EPA Region 10
Date Data Arrived at EDR: 06/11/2021 Telephone: 206-553-2857
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

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INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.
Date of Government Version: 05/27/2021 Source: EPA Region 8
Date Data Arrived at EDR: 06/11/2021 Telephone: 303-312-6271
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in New Mexico and Oklahoma.
Date of Government Version: 05/17/2021 Source: EPA Region 6
Date Data Arrived at EDR: 06/11/2021 Telephone: 214-665-6597
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

State and tribal registered storage tank lists

FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.
Date of Government Version: 01/29/2021 Source: FEMA
Date Data Arrived at EDR: 02/17/2021 Telephone: 202-646-5797
Date Made Active in Reports: 03/22/2021 Last EDR Contact: 11/01/2021
Number of Days to Update: 33 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Varies

UST: Underground Storage Tank Database
Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery
Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available
information varies by state program.
Date of Government Version: 07/08/2021 Source: Environmental Protection Division
Date Data Arrived at EDR: 08/05/2021 Telephone: 404-362-2687
Date Made Active in Reports: 08/27/2021 Last EDR Contact: 09/10/2021
Number of Days to Update: 22 Next Scheduled EDR Contact: 12/20/2021
Data Release Frequency: Annually

AST: Above Ground Storage Tanks
A listing of LP gas tank site locations.
Date of Government Version: 05/13/2020 Source: Office of Insurance & Safety Fire Commissioner
Date Data Arrived at EDR: 05/14/2020 Telephone: 404-656-5875
Date Made Active in Reports: 08/06/2020 Last EDR Contact: 08/10/2021
Number of Days to Update: 84 Next Scheduled EDR Contact: 11/29/2021
Data Release Frequency: No Update Planned

INDIAN UST R1: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal
Nations).
Date of Government Version: 04/28/2021 Source: EPA, Region 1
Date Data Arrived at EDR: 06/11/2021 Telephone: 617-918-1313
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

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INDIAN UST R10: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).
Date of Government Version: 04/27/2021 Source: EPA Region 10
Date Data Arrived at EDR: 06/11/2021 Telephone: 206-553-2857
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN UST R5: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).
Date of Government Version: 04/06/2021 Source: EPA Region 5
Date Data Arrived at EDR: 06/11/2021 Telephone: 312-886-6136
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN UST R7: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).
Date of Government Version: 06/01/2021 Source: EPA Region 7
Date Data Arrived at EDR: 06/11/2021 Telephone: 913-551-7003
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN UST R8: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).
Date of Government Version: 05/27/2021 Source: EPA Region 8
Date Data Arrived at EDR: 06/11/2021 Telephone: 303-312-6137
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN UST R9: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations).
Date of Government Version: 05/27/2021 Source: EPA Region 9
Date Data Arrived at EDR: 06/11/2021 Telephone: 415-972-3368
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

INDIAN UST R6: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).
Date of Government Version: 05/17/2021 Source: EPA Region 6
Date Data Arrived at EDR: 06/11/2021 Telephone: 214-665-7591
Date Made Active in Reports: 09/07/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

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INDIAN UST R4: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee
and Tribal Nations)
Date of Government Version: 05/28/2021 Source: EPA Region 4
Date Data Arrived at EDR: 06/22/2021 Telephone: 404-562-9424
Date Made Active in Reports: 09/20/2021 Last EDR Contact: 10/22/2021
Number of Days to Update: 90 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

State and tribal institutional control / engineering control registries

AUL: Uniform Environmental Covenants
A list of environmental covenants
Date of Government Version: 07/30/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 07/30/2021 Telephone: 404-657-8600
Date Made Active in Reports: 10/21/2021 Last EDR Contact: 07/30/2021
Number of Days to Update: 83 Next Scheduled EDR Contact: 11/15/2021
Data Release Frequency: Varies

INST CONTROL: Public Record List
Sites on the Public Record Listing that have institutional controls or limitations on use are sites with Risk
Reduction Standards of 3, 4, and 5.
Date of Government Version: 07/30/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 07/30/2021 Telephone: 404-657-8600
Date Made Active in Reports: 10/21/2021 Last EDR Contact: 07/30/2021
Number of Days to Update: 83 Next Scheduled EDR Contact: 11/15/2021
Data Release Frequency: Varies

State and tribal voluntary cleanup sites

INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.
Date of Government Version: 03/20/2008 Source: EPA, Region 7
Date Data Arrived at EDR: 04/22/2008 Telephone: 913-551-7365
Date Made Active in Reports: 05/19/2008 Last EDR Contact: 07/08/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 07/20/2009
Data Release Frequency: Varies

INDIAN VCP R1: Voluntary Cleanup Priority Listing
A listing of voluntary cleanup priority sites located on Indian Land located in Region 1.
Date of Government Version: 07/27/2015 Source: EPA, Region 1
Date Data Arrived at EDR: 09/29/2015 Telephone: 617-918-1102
Date Made Active in Reports: 02/18/2016 Last EDR Contact: 09/15/2021
Number of Days to Update: 142 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Varies

VCP: Voluntary Cleanup Program site
Georgia’s Voluntary Remediation Program Act was created to encourage voluntary investigation and remediation of
contaminated properties.
Date of Government Version: 06/26/2019 Source: DNR
Date Data Arrived at EDR: 08/27/2019 Telephone: 404-657-8600
Date Made Active in Reports: 10/28/2019 Last EDR Contact: 08/26/2021
Number of Days to Update: 62 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Varies

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State and tribal Brownfields sites

BROWNFIELDS: Brownfields Public Record List
The Brownfields Public Record lists properties where response actions under the Georgia Hazardous Site Reuse and
Redevelopment Act are planned, ongoing or completed.
Date of Government Version: 07/30/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 07/30/2021 Telephone: 404-657-8600
Date Made Active in Reports: 10/21/2021 Last EDR Contact: 07/30/2021
Number of Days to Update: 83 Next Scheduled EDR Contact: 11/15/2021
Data Release Frequency: Varies
ADDITIONAL ENVIRONMENTAL RECORDS

Local Brownfield lists

US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence
or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these
properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.
Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields
grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on
Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from
Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information
is reported back to EPA, as well as areas served by Brownfields grant programs.
Date of Government Version: 06/10/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 06/10/2021 Telephone: 202-566-2777
Date Made Active in Reports: 08/17/2021 Last EDR Contact: 09/14/2021
Number of Days to Update: 68 Next Scheduled EDR Contact: 12/27/2021
Data Release Frequency: Semi-Annually

Local Lists of Landfill / Solid Waste Disposal Sites

HIST LF: Historical Landfills
Landfills that were closed many years ago.
Date of Government Version: 01/15/2003 Source: Department of Natural Resources
Date Data Arrived at EDR: 01/20/2004 Telephone: 404-362-2696
Date Made Active in Reports: 02/06/2004 Last EDR Contact: 01/20/2004
Number of Days to Update: 17 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

SWRCY: Recycling Center Listing
A listing of recycling facility locations.
Date of Government Version: 06/17/2021 Source: Department of Community Affairs
Date Data Arrived at EDR: 06/17/2021 Telephone: 404-679-1598
Date Made Active in Reports: 09/13/2021 Last EDR Contact: 09/21/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Varies

INDIAN ODI: Report on the Status of Open Dumps on Indian Lands
Location of open dumps on Indian land.
Date of Government Version: 12/31/1998 Source: Environmental Protection Agency
Date Data Arrived at EDR: 12/03/2007 Telephone: 703-308-8245
Date Made Active in Reports: 01/24/2008 Last EDR Contact: 10/22/2021
Number of Days to Update: 52 Next Scheduled EDR Contact: 02/07/2022
Data Release Frequency: Varies

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ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258
Subtitle D Criteria.
Date of Government Version: 06/30/1985 Source: Environmental Protection Agency
Date Data Arrived at EDR: 08/09/2004 Telephone: 800-424-9346
Date Made Active in Reports: 09/17/2004 Last EDR Contact: 06/09/2004
Number of Days to Update: 39 Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned

DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations
A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside
County and northern Imperial County, California.
Date of Government Version: 01/12/2009 Source: EPA, Region 9
Date Data Arrived at EDR: 05/07/2009 Telephone: 415-947-4219
Date Made Active in Reports: 09/21/2009 Last EDR Contact: 10/14/2021
Number of Days to Update: 137 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: No Update Planned

IHS OPEN DUMPS: Open Dumps on Indian Land
A listing of all open dumps located on Indian Land in the United States.
Date of Government Version: 04/01/2014 Source: Department of Health & Human Serivces, Indian Health Service
Date Data Arrived at EDR: 08/06/2014 Telephone: 301-443-1452
Date Made Active in Reports: 01/29/2015 Last EDR Contact: 10/28/2021
Number of Days to Update: 176 Next Scheduled EDR Contact: 02/07/2022
Data Release Frequency: Varies

Local Lists of Hazardous waste / Contaminated Sites

US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory
Register.
Date of Government Version: 05/18/2021 Source: Drug Enforcement Administration
Date Data Arrived at EDR: 05/18/2021 Telephone: 202-307-1000
Date Made Active in Reports: 08/03/2021 Last EDR Contact: 08/17/2021
Number of Days to Update: 77 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: No Update Planned

CDL: Clandestine Drug Labs
A listing of clandestine drug lab site locations in the state.
Date of Government Version: 06/02/2016 Source: Georgia Bureau of Investigation
Date Data Arrived at EDR: 06/13/2016 Telephone: 404-244-2639
Date Made Active in Reports: 08/15/2016 Last EDR Contact: 08/05/2021
Number of Days to Update: 63 Next Scheduled EDR Contact: 11/22/2021
Data Release Frequency: Varies

DEL SHWS: Delisted Hazardous Site Inventory Listing
A listing of sites delisted from the Hazardous Site Inventory.
Date of Government Version: 07/01/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 07/06/2021 Telephone: 404-657-8636
Date Made Active in Reports: 09/24/2021 Last EDR Contact: 09/14/2021
Number of Days to Update: 80 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Annually

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US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Date of Government Version: 05/18/2021 Source: Drug Enforcement Administration
Date Data Arrived at EDR: 05/18/2021 Telephone: 202-307-1000
Date Made Active in Reports: 08/03/2021 Last EDR Contact: 08/17/2021
Number of Days to Update: 77 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Quarterly

Local Land Records

LIENS 2: CERCLA Lien Information
A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent
Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.
CERCLIS provides information as to the identity of these sites and properties.
Date of Government Version: 07/29/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 08/04/2021 Telephone: 202-564-6023
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/10/2022
Data Release Frequency: Semi-Annually

Records of Emergency Release Reports

HMIRS: Hazardous Materials Information Reporting System
Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.
Date of Government Version: 09/12/2021 Source: U.S. Department of Transportation
Date Data Arrived at EDR: 09/13/2021 Telephone: 202-366-4555
Date Made Active in Reports: 09/28/2021 Last EDR Contact: 09/13/2021
Number of Days to Update: 15 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

SPILLS: Spills Information
Oil or Hazardous Material Spills or Releases.
Date of Government Version: 04/06/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 04/07/2021 Telephone: 770-387-4900
Date Made Active in Reports: 06/28/2021 Last EDR Contact: 09/13/2021
Number of Days to Update: 82 Next Scheduled EDR Contact: 01/02/2022
Data Release Frequency: Quarterly

SPILLS 90: SPILLS90 data from FirstSearch
Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically,
they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are
already included in EDR incident and release records are not included in Spills 90.
Date of Government Version: 10/04/2012 Source: FirstSearch
Date Data Arrived at EDR: 01/03/2013 Telephone: N/A
Date Made Active in Reports: 02/11/2013 Last EDR Contact: 01/03/2013
Number of Days to Update: 39 Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned

Other Ascertainable Records

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RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous
waste.
Date of Government Version: 09/13/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 09/15/2021 Telephone: (404) 562-8651
Date Made Active in Reports: 10/12/2021 Last EDR Contact: 09/15/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

FUDS: Formerly Used Defense Sites
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers
is actively working or will take necessary cleanup actions.
Date of Government Version: 08/10/2021 Source: U.S. Army Corps of Engineers
Date Data Arrived at EDR: 08/17/2021 Telephone: 202-528-4285
Date Made Active in Reports: 10/22/2021 Last EDR Contact: 08/17/2021
Number of Days to Update: 66 Next Scheduled EDR Contact: 11/29/2021
Data Release Frequency: Varies

DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.
Date of Government Version: 12/31/2005 Source: USGS
Date Data Arrived at EDR: 11/10/2006 Telephone: 888-275-8747
Date Made Active in Reports: 01/11/2007 Last EDR Contact: 10/15/2021
Number of Days to Update: 62 Next Scheduled EDR Contact: 01/24/2022
Data Release Frequency: Semi-Annually

FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps
of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land,
Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management,
Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.
Date of Government Version: 04/02/2018 Source: U.S. Geological Survey
Date Data Arrived at EDR: 04/11/2018 Telephone: 888-275-8747
Date Made Active in Reports: 11/06/2019 Last EDR Contact: 10/05/2021
Number of Days to Update: 574 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: N/A

SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing
The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office
of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established
drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas,
Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.
Date of Government Version: 01/01/2017 Source: Environmental Protection Agency
Date Data Arrived at EDR: 02/03/2017 Telephone: 615-532-8599
Date Made Active in Reports: 04/07/2017 Last EDR Contact: 08/06/2021
Number of Days to Update: 63 Next Scheduled EDR Contact: 11/22/2021
Data Release Frequency: Varies

US FIN ASSUR: Financial Assurance Information
All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide
proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities.

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Date of Government Version: 09/13/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 09/15/2021 Telephone: 202-566-1917
Date Made Active in Reports: 09/28/2021 Last EDR Contact: 09/15/2021
Number of Days to Update: 13 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Quarterly

EPA WATCH LIST: EPA WATCH LIST
EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement
matters relating to facilities with alleged violations identified as either significant or high priority. Being
on the Watch List does not mean that the facility has actually violated the law only that an investigation by
EPA or a state or local environmental agency has led those organizations to allege that an unproven violation
has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged
violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and
local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved.
Date of Government Version: 08/30/2013 Source: Environmental Protection Agency
Date Data Arrived at EDR: 03/21/2014 Telephone: 617-520-3000
Date Made Active in Reports: 06/17/2014 Last EDR Contact: 11/01/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 02/14/2022
Data Release Frequency: Quarterly

2020 COR ACTION: 2020 Corrective Action Program List
The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action
Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe
contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but
have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation.
Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations.
Date of Government Version: 09/30/2017 Source: Environmental Protection Agency
Date Data Arrived at EDR: 05/08/2018 Telephone: 703-308-4044
Date Made Active in Reports: 07/20/2018 Last EDR Contact: 08/06/2021
Number of Days to Update: 73 Next Scheduled EDR Contact: 11/15/2021
Data Release Frequency: Varies

TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
Date of Government Version: 12/31/2016 Source: EPA
Date Data Arrived at EDR: 06/17/2020 Telephone: 202-260-5521
Date Made Active in Reports: 09/10/2020 Last EDR Contact: 09/17/2021
Number of Days to Update: 85 Next Scheduled EDR Contact: 12/27/2021
Data Release Frequency: Every 4 Years

TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
Date of Government Version: 12/31/2018 Source: EPA
Date Data Arrived at EDR: 08/14/2020 Telephone: 202-566-0250
Date Made Active in Reports: 11/04/2020 Last EDR Contact: 08/17/2021
Number of Days to Update: 82 Next Scheduled EDR Contact: 11/29/2021
Data Release Frequency: Annually

SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March
1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.

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Date of Government Version: 07/19/2021 Source: EPA
Date Data Arrived at EDR: 07/19/2021 Telephone: 202-564-4203
Date Made Active in Reports: 10/12/2021 Last EDR Contact: 10/20/2021
Number of Days to Update: 85 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Annually

ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
Date of Government Version: 07/29/2021 Source: EPA
Date Data Arrived at EDR: 08/04/2021 Telephone: 703-416-0223
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 12/13/2021
Data Release Frequency: Annually

RMP: Risk Management Plans
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance
for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program
Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing
industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances
to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects
of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative
accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee
training measures; and Emergency response program that spells out emergency health care, employee training measures
and procedures for informing the public and response agencies (e.g the fire department) should an accident occur.
Date of Government Version: 05/07/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 05/13/2021 Telephone: 202-564-8600
Date Made Active in Reports: 08/03/2021 Last EDR Contact: 10/18/2021
Number of Days to Update: 82 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Varies

RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/1995 Source: EPA
Date Data Arrived at EDR: 07/03/1995 Telephone: 202-564-4104
Date Made Active in Reports: 08/07/1995 Last EDR Contact: 06/02/2008
Number of Days to Update: 35 Next Scheduled EDR Contact: 09/01/2008
Data Release Frequency: No Update Planned

PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 12/30/2020 Source: EPA
Date Data Arrived at EDR: 01/14/2021 Telephone: 202-564-6023
Date Made Active in Reports: 03/05/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 50 Next Scheduled EDR Contact: 11/15/2021
Data Release Frequency: Quarterly

PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers
of PCB’s who are required to notify the EPA of such activities.

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Date of Government Version: 11/19/2020 Source: EPA
Date Data Arrived at EDR: 01/08/2021 Telephone: 202-566-0500
Date Made Active in Reports: 03/22/2021 Last EDR Contact: 10/08/2021
Number of Days to Update: 73 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Annually

ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement
and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES)
program.
Date of Government Version: 11/18/2016 Source: Environmental Protection Agency
Date Data Arrived at EDR: 11/23/2016 Telephone: 202-564-2501
Date Made Active in Reports: 02/10/2017 Last EDR Contact: 09/30/2021
Number of Days to Update: 79 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Quarterly

FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Date of Government Version: 04/09/2009 Source: EPA/Office of Prevention, Pesticides and Toxic Substances
Date Data Arrived at EDR: 04/16/2009 Telephone: 202-566-1667
Date Made Active in Reports: 05/11/2009 Last EDR Contact: 08/18/2017
Number of Days to Update: 25 Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: No Update Planned

FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.
Date of Government Version: 04/09/2009 Source: EPA
Date Data Arrived at EDR: 04/16/2009 Telephone: 202-566-1667
Date Made Active in Reports: 05/11/2009 Last EDR Contact: 08/18/2017
Number of Days to Update: 25 Next Scheduled EDR Contact: 12/04/2017
Data Release Frequency: No Update Planned

MLTS: Material Licensing Tracking System
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Date of Government Version: 03/08/2021 Source: Nuclear Regulatory Commission
Date Data Arrived at EDR: 03/11/2021 Telephone: 301-415-7169
Date Made Active in Reports: 05/11/2021 Last EDR Contact: 10/18/2021
Number of Days to Update: 61 Next Scheduled EDR Contact: 01/31/2022
Data Release Frequency: Quarterly

COAL ASH DOE: Steam-Electric Plant Operation Data
A listing of power plants that store ash in surface ponds.
Date of Government Version: 12/31/2019 Source: Department of Energy
Date Data Arrived at EDR: 12/01/2020 Telephone: 202-586-8719
Date Made Active in Reports: 02/09/2021 Last EDR Contact: 09/03/2021
Number of Days to Update: 70 Next Scheduled EDR Contact: 12/13/2021
Data Release Frequency: Varies

COAL ASH EPA: Coal Combustion Residues Surface Impoundments List
A listing of coal combustion residues surface impoundments with high hazard potential ratings.

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Date of Government Version: 01/12/2017 Source: Environmental Protection Agency
Date Data Arrived at EDR: 03/05/2019 Telephone: N/A
Date Made Active in Reports: 11/11/2019 Last EDR Contact: 08/31/2021
Number of Days to Update: 251 Next Scheduled EDR Contact: 12/13/2021
Data Release Frequency: Varies

PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.
Date of Government Version: 09/13/2019 Source: Environmental Protection Agency
Date Data Arrived at EDR: 11/06/2019 Telephone: 202-566-0517
Date Made Active in Reports: 02/10/2020 Last EDR Contact: 08/06/2021
Number of Days to Update: 96 Next Scheduled EDR Contact: 11/15/2021
Data Release Frequency: Varies

RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.
Environmental Protection Agency (EPA) regulations for radiation and radioactivity.
Date of Government Version: 07/01/2019 Source: Environmental Protection Agency
Date Data Arrived at EDR: 07/01/2019 Telephone: 202-343-9775
Date Made Active in Reports: 09/23/2019 Last EDR Contact: 09/27/2021
Number of Days to Update: 84 Next Scheduled EDR Contact: 01/10/2022
Data Release Frequency: Quarterly

HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing
A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The
information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA
(Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions
are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters
with updated records, it was decided to create a HIST FTTS database. It included records that may not be included
in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006 Source: Environmental Protection Agency
Date Data Arrived at EDR: 03/01/2007 Telephone: 202-564-2501
Date Made Active in Reports: 04/10/2007 Last EDR Contact: 12/17/2007
Number of Days to Update: 40 Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned

HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing
A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA
regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation
of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some
EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing
EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that
may not be included in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006 Source: Environmental Protection Agency
Date Data Arrived at EDR: 03/01/2007 Telephone: 202-564-2501
Date Made Active in Reports: 04/10/2007 Last EDR Contact: 12/17/2008
Number of Days to Update: 40 Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned

DOT OPS: Incident and Accident Data
Department of Transporation, Office of Pipeline Safety Incident and Accident data.
Date of Government Version: 01/02/2020 Source: Department of Transporation, Office of Pipeline Safety
Date Data Arrived at EDR: 01/28/2020 Telephone: 202-366-4595
Date Made Active in Reports: 04/17/2020 Last EDR Contact: 10/26/2021
Number of Days to Update: 80 Next Scheduled EDR Contact: 02/07/2022
Data Release Frequency: Quarterly

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CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Date of Government Version: 06/30/2021 Source: Department of Justice, Consent Decree Library
Date Data Arrived at EDR: 07/14/2021 Telephone: Varies
Date Made Active in Reports: 07/16/2021 Last EDR Contact: 09/30/2021
Number of Days to Update: 2 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Varies

BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG)
and Treatment, Storage, and Disposal Facilities.
Date of Government Version: 12/31/2017 Source: EPA/NTIS
Date Data Arrived at EDR: 06/22/2020 Telephone: 800-424-9346
Date Made Active in Reports: 11/20/2020 Last EDR Contact: 09/15/2021
Number of Days to Update: 151 Next Scheduled EDR Contact: 01/03/2022
Data Release Frequency: Biennially

INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater
than 640 acres.
Date of Government Version: 12/31/2014 Source: USGS
Date Data Arrived at EDR: 07/14/2015 Telephone: 202-208-3710
Date Made Active in Reports: 01/10/2017 Last EDR Contact: 10/05/2021
Number of Days to Update: 546 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Semi-Annually

FUSRAP: Formerly Utilized Sites Remedial Action Program
DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where
radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations.
Date of Government Version: 07/26/2021 Source: Department of Energy
Date Data Arrived at EDR: 07/27/2021 Telephone: 202-586-3559
Date Made Active in Reports: 10/22/2021 Last EDR Contact: 11/01/2021
Number of Days to Update: 87 Next Scheduled EDR Contact: 02/14/2022
Data Release Frequency: Varies

UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills
shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from
the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings
were used as construction materials before the potential health hazards of the tailings were recognized.
Date of Government Version: 08/30/2019 Source: Department of Energy
Date Data Arrived at EDR: 11/15/2019 Telephone: 505-845-0011
Date Made Active in Reports: 01/28/2020 Last EDR Contact: 08/12/2021
Number of Days to Update: 74 Next Scheduled EDR Contact: 11/29/2021
Data Release Frequency: Varies

LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.
Date of Government Version: 07/29/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 08/04/2021 Telephone: 703-603-8787
Date Made Active in Reports: 08/31/2021 Last EDR Contact: 10/01/2021
Number of Days to Update: 27 Next Scheduled EDR Contact: 01/10/2022
Data Release Frequency: Varies

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LEAD SMELTER 2: Lead Smelter Sites
A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites
may pose a threat to public health through ingestion or inhalation of contaminated soil or dust
Date of Government Version: 04/05/2001 Source: American Journal of Public Health
Date Data Arrived at EDR: 10/27/2010 Telephone: 703-305-6451
Date Made Active in Reports: 12/02/2010 Last EDR Contact: 12/02/2009
Number of Days to Update: 36 Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned

US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS)
The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data
on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This
information comes from source reports by various stationary sources of air pollution, such as electric power plants,
steel mills, factories, and universities, and provides information about the air pollutants they produce. Action,
air program, air program pollutant, and general level plant data. It is used to track emissions and compliance
data from industrial plants.
Date of Government Version: 10/12/2016 Source: EPA
Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496
Date Made Active in Reports: 02/03/2017 Last EDR Contact: 09/26/2017
Number of Days to Update: 100 Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually

US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.
Date of Government Version: 10/12/2016 Source: EPA
Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496
Date Made Active in Reports: 02/03/2017 Last EDR Contact: 09/26/2017
Number of Days to Update: 100 Next Scheduled EDR Contact: 01/08/2018
Data Release Frequency: Annually

MINES VIOLATIONS: MSHA Violation Assessment Data
Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration.
Date of Government Version: 06/30/2021 Source: DOL, Mine Safety & Health Admi
Date Data Arrived at EDR: 07/01/2021 Telephone: 202-693-9424
Date Made Active in Reports: 09/28/2021 Last EDR Contact: 09/09/2021
Number of Days to Update: 89 Next Scheduled EDR Contact: 12/13/2021
Data Release Frequency: Quarterly

US MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes
violation information.
Date of Government Version: 05/03/2021 Source: Department of Labor, Mine Safety and Health Administration
Date Data Arrived at EDR: 05/25/2021 Telephone: 303-231-5959
Date Made Active in Reports: 08/11/2021 Last EDR Contact: 08/24/2021
Number of Days to Update: 78 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Semi-Annually

US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing
This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron
ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such
as gold, silver, copper, zinc, and lead) metal mines in the United States.
Date of Government Version: 05/06/2020 Source: USGS
Date Data Arrived at EDR: 05/27/2020 Telephone: 703-648-7709
Date Made Active in Reports: 08/13/2020 Last EDR Contact: 08/26/2021
Number of Days to Update: 78 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Varies

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US MINES 3: Active Mines & Mineral Plants Database Listing
Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team
of the USGS.
Date of Government Version: 04/14/2011 Source: USGS
Date Data Arrived at EDR: 06/08/2011 Telephone: 703-648-7709
Date Made Active in Reports: 09/13/2011 Last EDR Contact: 08/26/2021
Number of Days to Update: 97 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Varies

ABANDONED MINES: Abandoned Mines
An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide
information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory
contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated
with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE
program officials. It is dynamic to the extent that it is modified as new problems are identified and existing
problems are reclaimed.
Date of Government Version: 06/15/2021 Source: Department of Interior
Date Data Arrived at EDR: 06/16/2021 Telephone: 202-208-2609
Date Made Active in Reports: 08/17/2021 Last EDR Contact: 09/14/2021
Number of Days to Update: 62 Next Scheduled EDR Contact: 12/20/2021
Data Release Frequency: Quarterly

FINDS: Facility Index System/Facility Registry System
Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more
detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Date of Government Version: 05/05/2021 Source: EPA
Date Data Arrived at EDR: 05/18/2021 Telephone: (404) 562-9900
Date Made Active in Reports: 08/17/2021 Last EDR Contact: 08/31/2021
Number of Days to Update: 91 Next Scheduled EDR Contact: 12/13/2021
Data Release Frequency: Quarterly

DOCKET HWC: Hazardous Waste Compliance Docket Listing
A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities.
Date of Government Version: 05/06/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 05/21/2021 Telephone: 202-564-0527
Date Made Active in Reports: 08/11/2021 Last EDR Contact: 08/26/2021
Number of Days to Update: 82 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Varies

ECHO: Enforcement & Compliance History Information
ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide.
Date of Government Version: 06/26/2021 Source: Environmental Protection Agency
Date Data Arrived at EDR: 07/01/2021 Telephone: 202-564-2280
Date Made Active in Reports: 09/28/2021 Last EDR Contact: 10/05/2021
Number of Days to Update: 89 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Quarterly

UXO: Unexploded Ordnance Sites
A listing of unexploded ordnance site locations

TC6734724.1s Page GR-20
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 12/31/2018 Source: Department of Defense
Date Data Arrived at EDR: 07/02/2020 Telephone: 703-704-1564
Date Made Active in Reports: 09/17/2020 Last EDR Contact: 10/07/2021
Number of Days to Update: 77 Next Scheduled EDR Contact: 01/24/2022
Data Release Frequency: Varies

FUELS PROGRAM: EPA Fuels Program Registered Listing
This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels
Programs. All companies now are required to submit new and updated registrations.
Date of Government Version: 08/13/2021 Source: EPA
Date Data Arrived at EDR: 08/13/2021 Telephone: 800-385-6164
Date Made Active in Reports: 10/22/2021 Last EDR Contact: 08/13/2021
Number of Days to Update: 70 Next Scheduled EDR Contact: 11/29/2021
Data Release Frequency: Quarterly

AIRS: Permitted Facility & Emissions Listing
A listing of permitted Air facilities and emissions data.
Date of Government Version: 05/12/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 05/13/2021 Telephone: 404-363-7000
Date Made Active in Reports: 07/30/2021 Last EDR Contact: 08/10/2021
Number of Days to Update: 78 Next Scheduled EDR Contact: 11/29/2021
Data Release Frequency: Varies

COAL ASH: Coal Ash Disposal Site Listing
A listing of coal ash landfills.
Date of Government Version: 08/01/2014 Source: Department of Natural Resources
Date Data Arrived at EDR: 08/05/2014 Telephone: 404-362-2537
Date Made Active in Reports: 09/02/2014 Last EDR Contact: 10/22/2021
Number of Days to Update: 28 Next Scheduled EDR Contact: 02/07/2022
Data Release Frequency: Varies

DRYCLEANERS: Drycleaner Database
A list of drycleaners in the state. The listing includes drycleaner facilities, that use perchloroethylene, that
responded to the Notification of Compliance Status forms. It also includes those businesses that are pick-up stores
only and do not conduct dry cleaning on site.
Date of Government Version: 02/01/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 02/02/2021 Telephone: 404-363-7000
Date Made Active in Reports: 04/26/2021 Last EDR Contact: 11/01/2021
Number of Days to Update: 83 Next Scheduled EDR Contact: 02/14/2022
Data Release Frequency: Varies

Financial Assurance 1: Financial Assurance Information Listing
A listing of financial assurance information for underground storage tank facilities.
Date of Government Version: 03/09/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 03/11/2021 Telephone: 404-362-4892
Date Made Active in Reports: 05/27/2021 Last EDR Contact: 09/10/2021
Number of Days to Update: 77 Next Scheduled EDR Contact: 12/20/2021
Data Release Frequency: Varies

Financial Assurance 2: Financial Assurance Information Listing
Financial assurance information listing for solid waste facilities.
Date of Government Version: 07/08/2019 Source: Department of Natural Resources
Date Data Arrived at EDR: 07/09/2019 Telephone: 404-362-2537
Date Made Active in Reports: 08/26/2019 Last EDR Contact: 09/30/2021
Number of Days to Update: 48 Next Scheduled EDR Contact: 01/07/2022
Data Release Frequency: Varies

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

NPDES: NPDES Wastewater Permit List
A listing of NPDES wastewater permits issued by the Watershed Protection Branch.
Date of Government Version: 07/29/2021 Source: Department of Natural Resoruces
Date Data Arrived at EDR: 07/29/2021 Telephone: 404-362-2680
Date Made Active in Reports: 10/25/2021 Last EDR Contact: 11/01/2021
Number of Days to Update: 88 Next Scheduled EDR Contact: 02/14/2022
Data Release Frequency: Varies

TIER 2: Tier 2 Data Listing
A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report.
Date of Government Version: 12/31/2019 Source: Department of Natural Resources
Date Data Arrived at EDR: 08/21/2020 Telephone: 404-656-4852
Date Made Active in Reports: 11/10/2020 Last EDR Contact: 08/17/2021
Number of Days to Update: 81 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Annually

UIC: Underground Injection Control
Underground injection control
Date of Government Version: 09/28/2021 Source: Department of Natural Resources
Date Data Arrived at EDR: 10/01/2021 Telephone: 404-463-2382
Date Made Active in Reports: 10/11/2021 Last EDR Contact: 08/31/2021
Number of Days to Update: 10 Next Scheduled EDR Contact: 12/20/2021
Data Release Frequency: Varies

MINES MRDS: Mineral Resources Data System
Mineral Resources Data System
Date of Government Version: 04/06/2018 Source: USGS
Date Data Arrived at EDR: 10/21/2019 Telephone: 703-648-6533
Date Made Active in Reports: 10/24/2019 Last EDR Contact: 08/26/2021
Number of Days to Update: 3 Next Scheduled EDR Contact: 12/06/2021
Data Release Frequency: Varies

PCS ENF: Enforcement data
No description is available for this data
Date of Government Version: 12/31/2014 Source: EPA
Date Data Arrived at EDR: 02/05/2015 Telephone: 202-564-2497
Date Made Active in Reports: 03/06/2015 Last EDR Contact: 09/30/2021
Number of Days to Update: 29 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Varies

PCS INACTIVE: Listing of Inactive PCS Permits
An inactive permit is a facility that has shut down or is no longer discharging.
Date of Government Version: 11/05/2014 Source: EPA
Date Data Arrived at EDR: 01/06/2015 Telephone: 202-564-2496
Date Made Active in Reports: 05/06/2015 Last EDR Contact: 09/30/2021
Number of Days to Update: 120 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Semi-Annually

PCS: Permit Compliance System
PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination
System (NPDES) permit holding facilities. PCS tracks the permit, compliance, and enforcement status of NPDES
facilities.
Date of Government Version: 07/14/2011 Source: EPA, Office of Water
Date Data Arrived at EDR: 08/05/2011 Telephone: 202-564-2496
Date Made Active in Reports: 09/29/2011 Last EDR Contact: 09/30/2021
Number of Days to Update: 55 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Semi-Annually

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

EDR HIGH RISK HISTORICAL RECORDS

EDR Exclusive Records

EDR MGP: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants)
compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s
to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture
of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production,
such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds
are potentially hazardous to human health and the environment. The byproduct from this process was frequently
disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil
and groundwater contamination.
Date of Government Version: N/A Source: EDR, Inc.
Date Data Arrived at EDR: N/A Telephone: N/A
Date Made Active in Reports: N/A Last EDR Contact: N/A
Number of Days to Update: N/A Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned

EDR Hist Auto: EDR Exclusive Historical Auto Stations
EDR has searched selected national collections of business directories and has collected listings of potential
gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited
to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station
establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station,
filling station, auto, automobile repair, auto service station, service station, etc. This database falls within
a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents
unique and sometimes proprietary data about past sites and operations that typically create environmental concerns,
but may not show up in current government records searches.
Date of Government Version: N/A Source: EDR, Inc.
Date Data Arrived at EDR: N/A Telephone: N/A
Date Made Active in Reports: N/A Last EDR Contact: N/A
Number of Days to Update: N/A Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

EDR Hist Cleaner: EDR Exclusive Historical Cleaners
EDR has searched selected national collections of business directories and has collected listings of potential
dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources
that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were
not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls
within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort
presents unique and sometimes proprietary data about past sites and operations that typically create environmental
concerns, but may not show up in current government records searches.
Date of Government Version: N/A Source: EDR, Inc.
Date Data Arrived at EDR: N/A Telephone: N/A
Date Made Active in Reports: N/A Last EDR Contact: N/A
Number of Days to Update: N/A Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR RECOVERED GOVERNMENT ARCHIVES

Exclusive Recovered Govt. Archives

RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List
The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived
from historical databases and includes many records that no longer appear in current government lists. Compiled
from Records formerly available from the Department of Environmental Protection in Georgia.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: N/A Source: Department of Environmental Protection
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 12/24/2013 Last EDR Contact: 06/01/2012
Number of Days to Update: 176 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

RGA LF: Recovered Government Archive Solid Waste Facilities List
The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases
and includes many records that no longer appear in current government lists. Compiled from Records formerly available
from the Department of Natural Resources in Georgia.
Date of Government Version: N/A Source: Department of Natural Resources
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 01/13/2014 Last EDR Contact: 06/01/2012
Number of Days to Update: 196 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

RGA LUST: Recovered Government Archive Leaking Underground Storage Tank
The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents
derived from historical databases and includes many records that no longer appear in current government lists.
Compiled from Records formerly available from the Environmental Protection Division in Georgia.
Date of Government Version: N/A Source: Environmental Protection Division
Date Data Arrived at EDR: 07/01/2013 Telephone: N/A
Date Made Active in Reports: 12/24/2013 Last EDR Contact: 06/01/2012
Number of Days to Update: 176 Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies

OTHER DATABASE(S)

Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report.

CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through
transporters to a tsd facility.
Date of Government Version: 03/24/2021 Source: Department of Energy & Environmental Protection
Date Data Arrived at EDR: 05/11/2021 Telephone: 860-424-3375
Date Made Active in Reports: 07/28/2021 Last EDR Contact: 08/10/2021
Number of Days to Update: 78 Next Scheduled EDR Contact: 11/22/2021
Data Release Frequency: No Update Planned

NJ MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2018 Source: Department of Environmental Protection
Date Data Arrived at EDR: 04/10/2019 Telephone: N/A
Date Made Active in Reports: 05/16/2019 Last EDR Contact: 10/05/2021
Number of Days to Update: 36 Next Scheduled EDR Contact: 01/17/2022
Data Release Frequency: Annually

NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD
facility.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 01/01/2019 Source: Department of Environmental Conservation
Date Data Arrived at EDR: 04/29/2020 Telephone: 518-402-8651
Date Made Active in Reports: 07/10/2020 Last EDR Contact: 10/29/2021
Number of Days to Update: 72 Next Scheduled EDR Contact: 02/07/2022
Data Release Frequency: Quarterly

PA MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 06/30/2018 Source: Department of Environmental Protection
Date Data Arrived at EDR: 07/19/2019 Telephone: 717-783-8990
Date Made Active in Reports: 09/10/2019 Last EDR Contact: 10/07/2021
Number of Days to Update: 53 Next Scheduled EDR Contact: 01/24/2022
Data Release Frequency: Annually

RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2019 Source: Department of Environmental Management
Date Data Arrived at EDR: 02/11/2021 Telephone: 401-222-2797
Date Made Active in Reports: 02/24/2021 Last EDR Contact: 08/11/2021
Number of Days to Update: 13 Next Scheduled EDR Contact: 11/29/2021
Data Release Frequency: Annually

WI MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 05/31/2018 Source: Department of Natural Resources
Date Data Arrived at EDR: 06/19/2019 Telephone: N/A
Date Made Active in Reports: 09/03/2019 Last EDR Contact: 09/01/2021
Number of Days to Update: 76 Next Scheduled EDR Contact: 12/20/2021
Data Release Frequency: Annually

Oil/Gas Pipelines
Source: Endeavor Business Media
Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty
Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases
(Miscellaneous)). This map includes information copyrighted by Endeavor Business Media. This information
is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its
fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business
Media.

Electric Power Transmission Line Data
Source: Endeavor Business Media
This map includes information copyrighted by Endeavor Business Media. This information is provided on a best
effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any
particular purpose. Such information has been reprinted with the permission of Endeavor Business Media.

Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.

AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: 312-280-5991
The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: 410-786-3000
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,
a federal agency within the U.S. Department of Health and Human Services.

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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Nursing Homes
Source: National Institutes of Health
Telephone: 301-594-6248
Information on Medicare and Medicaid certified nursing homes in the United States.
Public Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on elementary
and secondary public education in the United States. It is a comprehensive, annual, national statistical
database of all public elementary and secondary schools and school districts, which contains data that are
comparable across all states.
Private Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on private school locations in the United States.
Daycare Centers: Child Care Centers
Source: Department of Human Resources
Telephone: 404-651-5562

Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and
500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood
Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.
Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015

NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetlands Inventory
Source: Georgia GIS Clearinghouse
Telephone: 706-542-1581

Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

STREET AND ADDRESS INFORMATION

© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC6734724.1s Page GR-26
APPENDIX F
APPENDIX G
FHG CONSULTANTS, LLC

PROPERTY OWNER/OWNER REPRESENTATIVE QUESTIONNAIRE

PROPERTY: ________________________________________________

1. Your name, title, and company/entity you are affiliated with?

2. How are you affiliated with the subject property and for how long?

3. Who owns the subject property? If the property is owned by a company or corporation, please
include the full name, including LLC, LP, Inc., etc.

4. When was the property acquired and how?

a. From whom?
b. Do you know the owner before them?
5. How is the property used/developed?
a. What is the approximate acreage?
b. Number of buildings and square footage, if any?
i. If there are buildings, are there floor drains?
c. What kind of exterior lighting is used?
d. How are the buildings heated/cooled?
e. Who are the current occupants of the property?

6. Are you aware of the previous uses for the property? If so, what?

7. What utilities are available to the property? What company/entity provides them?
a. Electric
b. Natural Gas
c. Municipal Water or Well
d. Municipal Sewer or Septic
e. Solid Waste

8. To your knowledge, when was the property first developed?
FHG CONSULTANTS, LLC

PROPERTY OWNER/OWNER REPRESENTATIVE QUESTIONNAIRE

PROPERTY: ________________________________________________

9. Are there any underground or aboveground storage tanks on the property, or have any been
removed, abandoned, or taken out of service on the subject property?

10. Are there any emergency or backup generators on the property?

11. Have petroleum products or hazardous chemicals ever been:

a. Stored on the property?
b. Treated on the property?
c. Disposed of on the property?

12. Are you aware of any administrative or legal proceedings, activity use limitations, or deed
restrictions associated with the site due to soil and/or groundwater contamination?

13. Do you have any knowledge regarding petroleum or hazardous waste contamination associated
with sites adjoining to or near the subject property? Specifically, is there a chance that
contamination has impacted the property through disposal, leakage, or spillage of chemicals or
petroleum products near the subject property?

14. Are you aware of any previous environmental assessments and/or site investigations that have
been conducted on the property? If yes, what were the results of the investigation(s)?

15. To your knowledge, has the subject property ever been used for industrial purposes prior to its
current use?

16. To your knowledge, has the property ever had electrical transformers, capacitors, or hydraulic
equipment which may have released chemicals or oil to the environment?

17. Are you aware of any groundwater monitoring wells on or near the subject property?
FHG CONSULTANTS, LLC

PROPERTY OWNER/OWNER REPRESENTATIVE QUESTIONNAIRE

PROPERTY: ________________________________________________

18. To your knowledge, has the subject property every had liquid/sludge containment areas,
surface impoundments, collection ponds, or lagoons?

19. To your knowledge, have tire, automotive batteries, or any other wastes been burned or buried
on or near the subject property?

20. To your knowledge, has the subject property ever had any previous structures that were torn
down?

21. To your knowledge, have any underground holding tanks such as oil/water separators and/or
septic tanks ever been used on the subject property?

22. To your knowledge, has any contaminated soil ever been discovered and/or remediated at the
subject property?

23. To your knowledge, have there ever been fires and/or explosions at the subject property that
may have caused a release of hazardous materials?

24. To your knowledge, have nearby residents complained to a government agency of any type of
illness that was alleged to have been caused and/or related to activities at the subject property?

25. To your knowledge, are there, or have there been any environmental liens or environmental
related land use restrictions associated with the subject property?

I certify that I have personally examined and am familiar with the information submitted in the
questionnaire, and the information is true, accurate, and complete to the best of my knowledge.

Signature Date
User Questionnaire

According to the ASTM E1527-05 Standard:
“In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small
Business Liability Relief and Brownfields Revitalization Act of 2001 (the ‘Brownfields
Amendments’), the user must provide the following information (if available) to the
environmental professional. Failure to provide this information could result in a determination
that ‘all appropriate inquiry’ is not complete.”

E 1527-05 also states that the user (RAD client) should perform a review of recorded land title
records and judicial records for environmental liens or activity and use limitations for the site.
Please forward the results of the land title record and judicial record review. If you would prefer,
RAD can obtain this information from a third-party provider for an additional fee.

Please initial if you would like to contract RAD for this service. _____

(1) Environmental cleanup liens that are filed or recorded against the site (40 CFR 312.25).
Are you aware of any environmental cleanup liens against the property that are filed or recorded
under federal, tribal, state, or local law?
__ YES __X NO
If yes, please explain:

(2) Activity and land use limitations (AULs) that are in place on the site or that have been filed
or recorded in a registry (40 CFR 312.26).
Are you aware of any AULs, such as engineering controls, land use restrictions or institutional
controls that are in place at the site and/or have been filed or recorded in a registry under federal,
tribal, state, or local law?
__ YES X
___ NO
If yes, please explain:

(3) Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR
312.28).
As the user of the ESA, do you have any specialized knowledge or experience related to the
property or nearby properties? (For example, are you involved in the same line of business as the
current or former occupants of the property or an adjoining property so that you would have
specialized knowledge of the chemicals and processes used by this type of business?)
__ YES X
___ NO
If yes, please explain:
(4) Relationship of the purchase price to the fair market value of the property if it were not
contaminated (40 CFR 312.29).
Does the purchase price being paid for this property reasonably reflect the fair market value of
the property?
___ YES ___ NO
If you conclude that there is a difference, have you considered whether the lower purchase price
is because contamination is known or believed to be present at the property?
___ YES___ NO X
___ NOTAPPLICABLE
If you conclude the difference in price is due to contamination, please explain:

(4) Commonly known or reasonably ascertainable information about the property (40 CFR
312.30).
Are you aware of commonly known or reasonably ascertainable information about the property
that would help the environmental professional to identify conditions indicative of releases or
threatened releases?
___ YES X
___ NO
If yes, please explain:

For example, as the user do you know:
a- The past uses of the property? ___YES ___
X NO

If yes, please explain:

b- Information regarding specific chemicals that are present or once were present at the
property? ___ YES ___ X NO
If yes, please explain:

c- Information regarding spills or other chemical releases that have taken place at the
property? __ YES ___ X NO
If yes, please explain:

d- Information regarding any environmental cleanups that have taken place at the property?
___ YES ___
X NO
If yes, please explain:
(6) The degree of obviousness of the presence or likely presence of contamination at the
property, and the ability to detect the contamination by appropriate investigation (40 CFR
312.31).
As the user of this ESA, based on your knowledge and experience related to the property, are there
any obvious indicators that point to the presence or likely presence of contamination at the
property?
___ YES ___
X NO

If yes, please explain:

(5) ASTM E 1527-05 indicates that, “Either the user shall make known to the environmental
professional the reason why the user wants to have the phase I Environmental Site Assessment
performed or, if the user does not identify the purpose of the Phase I Environmental Site
Assessment, the environmental professional shall assume the purpose is to qualify for an LLP to
CERCLA liability and sate this in the report.”
As the user of this ESA, what is the reason for conducting the Phase I ESA? (If this question is
unanswered, RAD will assume that the user’s reason for the ESA is to qualify for landowner
liability protections to CERCLA liability.)
Reason (if other than to qualify for an LLP to CERCLA liability):

(6) Please provide the name and contact information for the current property owner, site manager,
and occupants:
1. H.B. Pierson
2. Melvin W. Pierson and Annie Irene Pierson

As the user of this report, I certify that, to be best of my knowledge, the information provided is as
accurate and complete as possible:

Printed Name: Brad Edwards, P.E.

Signature:

Title: Director of Land Planning and Entitlements

Company: Pulte Home Company, LLC

Date Completed: 6/24/2021
APPENDIX H
Robin D. Bell, P.E.
Principal Engineer/ Environmental Professional

QUALIFICATIONS:

Robin Bell has more than twenty-five (25) years in upper level management with expertise in
providing engineering and environmental consulting services. This background includes property
condition assessments, commercial inspections, identification of hazardous waste, environmental
site assessments, contaminated soil and groundwater analysis, and underground storage tank
identification and removal.

EXPERIENCE:

Mr. Bell has conducted engineering and environmental due diligence site assessments on well
over 600 residential, commercial, and industrial properties. These comprehensive audits range
from multi-family housing, institutional properties, commercial retail, religious, and complex
industrial sites. Mr. Bell has worked with all types of interested parties (attorneys, buyers, sellers,
lessees, and lenders) assessing potential physical property and environmental liabilities
associated with property transfers.

EDUCATION:

1992 Georgia Institute of Technology – Atlanta, Georgia
Bachelor of Civil Engineering

PAST/CURRENT REGISTRATIONS:

Professional Engineer –Alabama, Georgia, Florida, South Carolina, North Carolina, Virginia,
West Virginia, Ohio, Kentucky, Tennessee, Maryland, and Illinois

ICC Commercial Building Inspector

REPRESENTATIVE PROJECTS

Southside Estates, Jacksonville, Florida – Conducted Phase I ESA during the due diligence
for the sale of an approximate 55,000 s.f. retail shopping center sited on a 5.47-acre parcel of
land.

Village at Mableton, Mableton, Georgia – Conducted Property Condition Assessment (PCA),
Asbestos Survey, and Phase I ESA during the due diligence for the purchase of 239,013 s.f. K-
Mart anchored retail shopping center sited on 23.9 acres.

Dexter Ridge, Cordova, Tennessee – Conducted Property Condition Assessment (PCA) and
Phase I ESA during the due diligence for the purchase of a 43,351 s.f. retail shopping center.

Richmond Square, Greenville, South Carolina – Conducted Property Condition Assessment
(PCA), Phase I ESA, and a Phase II Limited Site Investigation to assess the potential impact to
soil and groundwater due to a historic drycleaning facility during the due diligence for the purchase
of a 77,687 s.f. retail shopping center.
Princeton Landings, Liberty Township, Ohio – Conducted Property Condition Assessment
(PCA), Phase I ESA, and a Phase II Limited Site Investigation to assess the potential impact to
soil and groundwater due to a historic drycleaning facility during the due diligence for the purchase
of a 24,007 s.f. retail shopping center.

Gas Lite Square, Charleston, South Carolina – Conducted Property Condition Assessment
(PCA), Asbestos Survey, Phase I ESA, and a Phase II Limited Site Investigation to assess the
potential impact to soil and groundwater due to a historic drycleaning facility during the due
diligence for the purchase of an 82,500 s.f. retail shopping center.

Shoppes at Due West, Marietta, Georgia – Conducted Property Condition Assessment (PCA),
Phase I ESA, and a Phase II Limited Site Investigation to assess the potential impact to soil and
groundwater due to a historic drycleaning facility during the due diligence for the purchase of a
18,200 s.f. retail shopping center.

Brookwood Apartments, Roxboro, North Carolina– Conducted Property Condition
Assessment (PCA) during the due diligence for the purchase of a 90 unit multi-family apartment
development.

AutoZone Stores, Various States – Provided Geotechnical Subsurface Explorations, Phase I
ESA, Phase II Limited Site Investigation, and Asbestos Survey services as part of the due
diligence for the purchase of potential retail building sites in 9 states.
R.S. Webb & Associates
Cultural Resource Management Consultants
2800 Holly Springs Parkway, Suite 200 • P.O. Drawer 1319
Holly Springs, Georgia 30142
Phone: 770-345-0706 • Fax: 770-345-0707

July 15, 2021

Mr. Stephen F. Modica
Gaia Environmental Consulting
109 Birchwood Pass
Canton, Georgia 30114

Subject: Findings - Abandoned Cemetery Boundary Delineation
Brannan Road Development Tract
Henry County, Georgia
R.S. Webb & Associates No. 21-258-058

Dear Mr. Modica:
BACKGROUND
On May 23, 2021, Mr. Steve Webb [Senior Principal Archeologist, R.S. Webb & Associates
(RSWA)] and Mr. Matthew Webb (Field Technician) initially estimated the boundaries of an
abandoned cemetery (hereafter referred to as the Cemetery) located near the Brannan Road
development tract in Henry County, Georgia (Figures 1 and 2). The cemetery boundaries were
confirmed during a follow up Ground Penetrating Radar (GPR) survey supervised by Mr. Webb and
conducted by Mr. Len Strozier of Omega Mapping on June 10, 2021.

The Cemetery is located approximately 1,386 feet west of the intersection of Brannan Road and
Wylde Woode Drive (Figures 1 and 2). A cemetery delineation is necessary under State of Georgia
Law when there is a proposed change in land use for the land adjacent to or surrounding a cemetery
(Official Code of Georgia Sections 36-72-4 and 36-72-5).

METHODS
Probing and Surface Inspection: During the May 23 field investigations, the crew delineated the
cemetery boundaries through a combination of systematic subsurface probing and surface inspection.
Probing involves inserting a 4.0-foot metal rod into the ground at intervals of 1.0 to 3.0 feet
searching for continuous areas of loose soil typical of human graves. Surface inspection includes
a careful scan of the ground, looking for erect, overturned or partially buried head/foot stones, oblong
grave depressions, ornamental vegetation, and grave plot/border stones. These techniques were
employed as needed within a 20-foot zone beyond the outermost graves observed. Graves were
marked with red (head) and yellow (foot) pin flags.

GPR Survey: Mr. Strozier conducted the GPR survey along parallel lanes spaced approximately 3.0
feet apart using a G.S.S.I. unit with 400 megahertz antenna. The GPR survey covered the possible
grave locations detected through probing as well as areas within 30 feet of grave/possible grave
locations. When anomalies were detected, Mr Strozier marked them with pin flags. Mr. Webb
probed each anomaly in an attempt to determine origin (e.g., grave shaft, tree root, possible rodent
burrow, etc.); in some cases where soils were too hard/compact to penetrate with the probe, Mr.
Webb removed the topsoil from a 1.0 by 3.0-foot trench across the potential grave to examine the
underlying subsoil for disturbance typical of a human grave shaft. One GPR anomaly identified as
a possible grave was marked with red (head) and yellow (foot) pin flags.
Findings - Abandoned Cemetery Boundary Delineation, Brannan Road Tract, Henry County, Georgia Page 2
July 15, 2021

Boundary Marking: Once the graves were marked, Mr. Webb marked the cemetery boundaries with
white pin flags bearing “Cemetery Boundary.” The cemetery boundary includes a limited buffer
zone around the graves. A professional land surveyor then field-located the delineated cemetery
boundaries and supplied RSWA with a copy of the survey, which has been incorporated into this
report.

RESULTS
The Cemetery is located on a broad upland ridge end in south and east of the study tract (Figure 2).
This burial ground mostly lies within a cleared, sparsely grassed area with a small stand of young
pine trees; beyond the open ridge top lies a mature pine/hardwood forest (Photos 1 and 2). The
surface of this burial property has been cleared, possibly root raked, and lightly graded smooth, as
has the surrounding open ridge top area. On this basis, the Cemetery appears to be in a legal state
of abandonment [Georgia Code 36-72-2(1)].

During the course of the boundary delineation, Mr. Webb, with the expertise of Mr. Strozier,
detected two graves and one possible grave (Figure 3, Grave Nos. 1-3; Photos 3, 4 and 5). No grave
stones, grave depressions or grave-related ornamental vegetation were observed. The only evidence
of human mortuary activity was two lengths of east-west-oriented marble coping (approximately
3.75 feet long and 5.0 inches wide), located north and south of Grave No. 2 and north of Grave No.
3 (Photos 4 and 6). Based on RSWA’s experience, such coping is very often used to mark the
boundaries of grave plots. Detected graves are oriented due east-west, which is the traditional
orientation for historic Christian burials with the decedent’s head at the west end of the grave.

As marked in the field, the Cemetery has maximum dimensions of 61 feet north-south by 53 feet
east-west, and covers an area of approximately 0.07 acre (Figure 3). The very small size of the
subject Cemetery suggests that it may have served as a single-family burial ground.

CONCLUSIONS AND RECOMMENDATIONS
In RSWA’s opinion, it is unlikely that human graves lie outside the cemetery boundaries depicted
in Figure 3. However unlikely, it is always possible that small graves or graves in heavily disturbed
areas may not be detected through probing, surface inspection or geophysical means. If you
encounter what you think may be human remains, please contact RSWA for assistance.

Figure 3 illustrates the professionally surveyed boundaries of the Cemetery. These boundaries
contain a limited buffer between the graves and the boundaries; however, this does not include any
buffer zone beyond the cemetery boundaries that may be required by the local governing authority.
It is recommended that high-visibility barrier fencing (e.g., tree save) be erected at the outside edge
of whatever cemetery buffer zone is required by local government. It is also advised that this fencing
remain in place until construction in the area is completed. Once construction is completed, it is
recommended that the cemetery boundaries be permanently marked in some manner (e.g., fencing,
shrubbery, etc.).
Findings - Abandoned Cemetery Boundary Delineation, Brannan Road Tract, Henry County, Georgia Page 3
July 15, 2021

CLOSING COMMENTS
Mr. Modica, we appreciate the opportunity to work with you on this project. If you have questions
or comments about our findings, or questions about how to protect the Cemetery, please contact me
at 770-345-0706.

Sincerely,
R.S. WEBB & ASSOCIATES

Robert S. (Steve) Webb
President and Senior Principal Archeologist

Attachments: Figures 1-3; Photos 1-6
Cemetery

Map Reference: 7.5-Minute USGS Quadrangles Scale
Stockbridge (2017) and 0 305 meters
McDonough (2017), Georgia
0 1000 feet

Figure 1 Location of Cemetery
Figure 2 Conceptual Layout for Brennan Road Development in Relation to Cemetery
Map Reference: Falcon Design Consultants (2021) Scale
0 17 meters

0 55 feet

Figure 3 Professional Survey of Cemetery
Photo 1 - Overview of Cemetery, Facing East-Southeast

Photo 2 - Overview of Cemetery, Facing West
Photo 3 - Grave No. 1, Facing South

Photo 4 - Grave No. 2, Facing West
Photo 5 - Grave No. 3, Facing East

Photo 6 - Marble Coping Between Grave Nos. 2 and 3, Plan View
O AD
ALE
GD
BRANNAN ROAD RIN
LAND USE SUMMARY SP
CURRENT ZONING: RA
PROPOSED ZONING: SR

TOTAL SITE AREA: 134.41 ACRES
TOTAL OPEN SPACE: ±70.96 ACRES (53%)

TOTAL UNITS: 161
GROSS DENSITY: 1.19 du/ac
NET DENSITY: 1.96 du/ac

SR ZONING STANDARDS
MIN. LOT WIDTH: 75'
MIN. LOT SIZE: 12,000 sq ft
AVG. LOT SIZE: 14,425 sq ft
FRONT S/B: *30' (50' PER ORDINANCE)
SIDE S/B: 10'
REAR S/B: 40'
10' MULCHED TRAIL
*VARIANCE REQUESTED FROM 50' TO 30'
FRONT SETBACK

F FE
75' ' BU
25 10' MULTI-USE PATH
40' S/B

10' S/B 160'
EXISTING
STREAM
30' S/B
RADCLIFFE DR
50' RIGHT-OF-WAY

MINIMUM LOT (12,000sf) EXISTING
NOT TO SCALE STREAM

95'
WATER
QUALITY
40' S/B

10' S/B 180'

AMENITY (1.0ac)
30' S/B

50' RIGHT-OF-WAY

MINIMUM LOT FRONTING
BRANNAN RD (17,000sf)
NOT TO SCALE

BRANNAN ROAD
25' BUFFER

EXISTING
CEMETARY

WATER

50' UNDISTURBED BUFFER
QUALITY

WYLDE WOODE DR

10' MULTI-USE PATH

25' BUFFER

Brannan Road Stockbridge, Ga
CIVIL LAND
EAST LAKE PK
WY
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
BRANNAN RD
PLANNING

AR SITE
BO
RW
AY

HW
HIG

AY
4 FALCON DESIGN
2N CONSULTANTS
WHITNEY LN
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
THIS BLOCK RESERVED FOR THE STOCKBRIDGE, GEORGIA 30281
VICINITY MAP
(GA WEST ZONE)
Ph (770)389-8666 - Fax (770)389-8656
CLERK OF THE SUPERIOR COURT L=49.60'
R=4,414.00' NOT TO SCALE NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
CH=S88° 14' 20"E E E NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 710-8908 Ph. (678) 807-7100
BRANNAN ROA
GRID NORTH
CL=49.60' E E
LEGEND D www.fdc-llc.com
P.O.C. 80' PUBLIC R/W E E E
DB DEED BOOK L LINE LABEL TRACT 2 E
PB PLAT BOOK PKS PK NAIL SET CATV
PG PAGE SSE SANITARY SEWER EASEMENT P.O.B.
IPS 5/8"
LL LAND LOT UE UTILITY EASEMENT TRACT 1
OTP OPEN TOP PIPE REF REFERENCE REBAR E
RB REBAR C/O SEWER CLEAN OUT OPEN S

N00°09'06"E 428.72'
SPACE E
IPF IRON PIN FOUND SQ. FT. SQUARE FOOT

303.51'
1/2" REBAR W/C FDC 000995 E
IPS
PROPOSED

PULTE HOME COMPANY, LLC
CTP CRIMP TOP PIPE IRON PIN FOUND
E TRACT 2A S
C&G CURB & GUTTER IRON PIN SET
R/W RIGHT OF WAY CALCULATED POINT PROPOSED
N/F NOW OR FORMERLY POWER POLE E TRACT 2B L=335.88'
-E- OVERHEAD POWER LINE FIRE HYDRANT LOT 32
E FH

LAND LOT 3, 7TH DISTRICT
R=1,234.00'

PURCHASE AREA EXHIBIT
CMP CORRUGATED METAL PIPE WATER VALVE IPS S85°22'10"E PROPOSED
LOT 31 IPS WV
SWMF STORMWATER MANAGEMENT FACILITY W WATER METER
S72 CH=S44° 03' 10"E
308.08' TRACT 2C N3
TBM TEMPORARY BENCHMARK D JUNCTION BOX THE CARLYLE AT ROCKPORT E SS
P.O.B. °26' CL=334.84'
LOT 30 IPS 56"E 8°
POB POINT OF BEGINNING S SANITARY SEWER MANHOLE 239
POC POINT OF COMMENCEMENT DROP INLET
A RETIREMENT COMMUNITY E
STRACT 2 .66' 29 31'5
PB 31, PG 50 LOT 29 E S5 9. 1"
RCP REINFORCED CONCRETE PIPE R/W MONUMENT IPS 8°3 87 E
DIP DUCTILE IRON PIPE SINGLE WING CATCH BASIN LOT 28 20 9'28 '
PVC POLYVINYL CHLORIDE PIPE DOUBLE WING CATCH BASIN IPS 8.7 "E
HDPE HIGH DENSITY POLYETHYLENE PIPE CURB INLET
LOT 27 E APPROXIMATE LOCATION OF 7'
R/ LOT 26 E ZONE A PER FEMA IPS
PL PROPERTY LINE HEADWALL
FLARED END SECTION 5 0' E PANEL 13151C0093D IPS
CL CENTERLINE LOT 25 SS
ID IDENTIFICATION G GAS METER AY 9'
B.S.L. BUILDING SETBACK LINE GAS VALVE W LOT 24
9 3.7 57"W
E 2 1'
BOC BACK OF CURB E ELECTRIC TRANSFORMER
YD
LOT 23
5' 2
.S8 4°
C CURVE LABEL T TELEPHONE PEDESTAL
H CL LOT 22
9 3 8 S S5 PROPOSED MB
CI CURB INLET LIGHT POST T W

HENRY COUNTY, GEORGIA
LOT 21 FH

BRANNAN ROAD
DE DRAINAGE EASEMENT RA E
E E TRACT 2D WV
ST
LOT 20 IPS
ASPHALT '5

S00°08'28"W 1413.52'
EOP EDGE OF PAVEMENT E E 4 S2 CATV

FH FIRE HYDRANT LOT 19
2 °3
5"E
CONCRETE
LOT 18 N5 TRACT 1
1'0
2-STORY
7°5 .22' CABIN "E
9'21
IPS
E SS E N/F 8 1
23 °
N68 9.22'

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
LOT 17
ST ANDREWS @ ROCKPORT E NC CLARK FAMILY INVESTMENTS, LP
PHASE 5
LOT 16 E E K
F TAX ID 070-01005001 29
LIN

1110.01'
PB 29, PG 237 I N- DB 12178, PG 201 E L=340.55'
IPS
S CHA PB 22, PG 263 TRACT 2 R=1,234.00'
5' WOODEN
CL E BUILDING CH=S13° 54' 22"E
IF IPS N47°21'23"W, 12.89 ACRES N/F
CL=339.47'
E E MELVIN WADE PIERSON
LL TO 156.63' 561,541 sq.ft.
& ANNIE IRENE PIERSON OUTHOUSE
N #1100 BRANNAN RD
3 D CATV

RI E S
IPS TAX ID 088-02057000 3' WOOD
DB 17032, PG 218
GE
MB
LOT 505 FENCE
E E N42°38'37"E,
1/2" S06°00'00"E
'R REBAR 70.23' 29.09 ACRES
50 193.45'
1,267,067 sq.ft.
E /W
LOT 506 CATV
MB
SS N00°35'55"E,
E 251.80'
MB
LOT 508 LOT 507
N52°34'10"E, CATV
L=117.42'

THIS PLAT WAS PREPARED FOR THE
S 1/2"
33.60' S89°30'19"E 593.56' REBAR S89°30'19"E 727.89' R=16,760.00'
4' CHAIN-LINK FENCE
S89°30'19"E 1397.41' CH=S4° 16' 28"E
1/2"
E REBAR IPS MB
CL=117.42'
IPS

EXCLUSIVE USE OF THE PERSON, PERSONS,
APPROXIMATE LOCATION OF

LAND LOT LINE
E ZONE A PER FEMA
S PANEL 13151C0093D FH

OR ENTITY NAMED IN THE CERTIFICATE
E WV

L=624.93'

REVISIONS
SS

HEREON. SAID CERTIFICATE DOES NOT
R=16,760.00'
CH=S3° 00' 20"E
S TRACT 3 MB
CL=624.89'

EXTEND TO ANY UNNAMED PERSON
E N/F
BARN
H.B. PIERSON
E TAX ID 088-02056000
N/F E DB 193, PG 90

WITHOUT AN EXPRESS RECERTIFICATION
GA TRANSLINE DB 439, PG 38 BUILDING
S DB 597, PG 298
MB

87.33 ACRES

N00°35'38"E 1430.59'
BY THE SURVEYOR NAMING SAID PERSON.
E 3,804,238 sq.ft. 350.00'
S IPS N90°00'00"W IPS
TRACT 4
286.00'
E CEMETERY
N/F L=654.37'
SS H.A. PIERSON,
R=15,600.00' 1.
S00°00'00"E
M.W. PIERSON 2.
CH=S0° 07' 57"E
& H.B. PIERSON
E #941 BRANNAN RD CL=654.33'
TAX ID 088-02055000
DB 400, PG 256 FH
IPS WV
E BUILDING BUILDING WV
5.00 ACRES
217,770 sq.ft.
SS T DATE: 01-03-2022
374.84
2-STORY

LAND LOT LINE
HOUSE W SCALE: 1" = 200'

9 '5 5"E FILE NUMBER:213.017
S S10°5 L=160.04' DRAWN BY: J. ROBERTS
MB
R=15,600.00' REVIEWED BY:
K. BROWN
P.O.B. CH=S1° 21' 47"W
TOMBSTONE TRACT 4
SS
E (PET GRAVE) CL=160.04'
E IPS LL IPS
LL
LL LL S89°55'27"E
3 4
2 3 1/2"
280.00'
IPS P.O.B.
N89°37'05"W 1347.03' REBAR 4' BARBED-WIRE FENCE 4' BARBED-WIRE FENCE
N89°55'27"W 1443.75' X X
TRACT 3
SS S SS S SS S SS S LAND LOT LINE 1/2"
REBAR
LL LL LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 23 N/F
LL
LOT 11
HENRY COUNTY BOARD OF EDUCATION LL
31 30 LOT 24 #841 BRANNAN RD
29
LOT 10 PARAMOUNT DR 50' R/W TAX ID 088-02049003 30
THE SUMMIT AT EAGLE'S LANDING PB 24, PG 24
UNIT IV
PB 46, PG 30
01/03/22

COA# LSF 000995
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
200 0 100 200 400

SHEET NUMBER
( IN FEET )
1 inch = 200 ft.
1 of 1
P:\Projects\Pulte\213.017 Brannan Road\SURVEY\dwg\BRANNAN RD-PURCHASE AREA EXHIBIT-10.dwg, SHEET 1, justinroberts, Jan 03, 2022 - 4:00:03pm
TRACT 1 - Parcel #07001005001 (Clark Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH), SAID POINT BEING THE NORTHEAST CORNER OF THE CARLYLE
AT ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 49.60 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 4,414.00 FEET AND A CHORD BEARING SOUTH 88 DEGREES 14 MINUTES 20
SECONDS EAST, 49.60 FEET) TO A 5/8 INCH REBAR;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST,
1,413.52 FEET TO A POINT;
THENCE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST, 727.89 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 00 DEGREES 35 MINUTES 55 SECONDS EAST, 251.80 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 42 DEGREES 38 MINUTES 37 SECONDS EAST, 70.23 FEET TO A 1/2 INCH REBAR AND CAP
SET;
THENCE, NORTH 47 DEGREES 21 MINUTES 23 SECONDS WEST, 156.63 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 52 SECONDS EAST, 938.85 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 09 MINUTES 06 SECONDS EAST, 428.72 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 12.89 ACRES (561,541 SQUARE FEET).

TRACT 2 – Part of Parcel #08802057000 (Melvin and Annie Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A 1/2 INCH REBAR AND CAP SET ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH), AT THE NORTHEAST CORNER OF THE CARLYLE AT
ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD, SOUTH 88 DEGREES 14
MINUTES 20 SECONDS EAST, 49.60 FEET TO A 5/8 INCH REBAR;
THENCE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST, 303.51 FEET TO A 1/2 INCH REBAR AND
CAP SET AT THE POINT OF BEGINNING.
THENCE, SOUTH 85 DEGREES 22 MINUTES 10 SECONDS EAST, 308.08 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 72 DEGREES 26 MINUTES 56 SECONDS EAST, 239.66 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 58 DEGREES 39 MINUTES 28 SECONDS EAST, 208.77 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 38 DEGREES 31 MINUTES 51 SECONDS EAST, 299.87 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 335.88 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 44 DEGREES 03 MINUTES 10
SECONDS EAST, 334.84 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 54 DEGREES 21 MINUTES 57 SECONDS WEST,
293.79 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 27 DEGREES 51 MINUTES 05 SECONDS EAST, 238.22 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 68 DEGREES 19 MINUTES 21 SECONDS EAST, 299.22 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 340.55 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 13 DEGREES 54 MINUTES 22
SECONDS EAST, 339.47 FEET) TO A POINT;
THENCE, SOUTH 06 DEGREES 00 MINUTES 00 SECONDS EAST, 193.45 FEET TO A POINT;
THENCE, 117.42 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 16,760.00 FEET
AND A CHORD BEARING SOUTH 04 DEGREES 16 MINUTES 28 SECONDS EAST, 117.42 FEET) TO A 1/2 INCH
REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST,
1,397.41 FEET TO A POINT;
THENCE, NORTH 00 DEGREES 08 MINUTES 28 SECONDS EAST, 1110.01 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 29.09 ACRES (1,267,067 SQUARE FEET).

TRACT 3 - Parcel #08802056000 (H.B. Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR FOUND AT THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE
OF BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH) AND THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, WITH SAID LAND LOT LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST, 1,443.75 FEET
TO A 1/2 INCH REBAR;
THENCE, NORTH 89 DEGREES 37 MINUTES 05 SECONDS WEST, 1,347.03 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 35 MINUTES 38 SECONDS EAST, 1,430.59 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 10 SECONDS EAST, 33.60 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 593.56 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 727.89 FEET TO A POINT;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 1,397.41 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 624.93 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 16,760.00 FEET AND A CHORD BEARING SOUTH 03 DEGREES 00 MINUTES 20
SECONDS EAST, 624.89 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST,
350.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 10 DEGREES 59 MINUTES 55 SECONDS EAST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 89 DEGREES 55 MINUTES 27 SECONDS EAST, 280.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 160.04 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 01 DEGREES 21 MINUTES 47
SECONDS WEST, 160.04 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 87.33 ACRES (3,804,238 SQUARE FEET).

TRACT 4 - Parcel #08802055000 (Pierson Brothers Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH) LOCATED NORTH 01 DEGREES 21 MINUTES 47 SECONDS EAST,
160.04 FEET FROM THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST,
280.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, NORTH 10 DEGREES 59 MINUTES 55 SECONDS WEST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 350.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 654.37 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 00 DEGREES 07 MINUTES 57
SECONDS EAST, 654.33 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 5.00 ACRES (217,770 SQUARE FEET).
Presentation
For RZ-2023-07:
REZONING
For a Proposed
Subdivision Along the
South & Southwestern
Sides of Brannan Road
Presented To:
Planning Commission – December 21, 2023
City Council – January 08, 2024

Presented By:
City of Stockbridge Community
Development Department,
Planning and Zoning Division
Linda Logan, Senior Planner
VICINITY MAP
INTRODUCTION
PURPOSE OF APPLICATION -- Consider a Rezoning application (Case #RZ-2023-07) by Pulte
Group, Inc. (represented by Battle Law, P.C.) for property along the south and southwestern sides
of Brannan Road to allow for the development of a single-family detached subdivision with 161
units, at a density of 1.2 units per acre.

APPLICANT’S REQUEST – Assign the zoning district of ‘SR’ (Suburban Residential) upon its
annexation into the Stockbridge City Limits.

COMPANION APPLICATIONS -- The applicant also simultaneously submitted three other applica-
tions to the City of Stockbridge for the subject property, as are listed below.
1. Annexation Application (Case #AX-2023-05) – The applicant requests that the subject property
be annexed into the Stockbridge City Limits. It would be assigned to Council District 5.
2. Comprehensive Plan Amendment Application (Case #CP-2023-06) – The applicant requests that
the future land use designation of ‘Low-Density Residential’ be assigned to the subject property
upon its annexation into the Stockbridge City Limits.
3. Variance Application (Case #VR-2023-03)The applicant requests that a variance be granted to
allow the reduction in the front yard setbacks from the required 50 feet to 35 feet.
SUBJECT PROPERTY
Component Parcels--The subject property consists of four parcels in Land Lots 2 & 3 of District
7, as are listed below, with 134.31 +/- total acres in unincorporated Henry County. An aerial
photograph of each parcel is also being provided in the following pages.
• 941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—To include the southwestern tract only, which
contains 29.09 +/-acres.
 Parcel #088-02056000—Contains 87.33 +/- acres.
 Parcel #070-01005001—Contains 12.89 +/- acres.

Needed Subdivision and Recombination Application -- The applicant will need to submit an
application for both a subdivision (lot split) and a recombination, to accomplish two purposes,
as are listed below.
1. Subdivision (Lot Split) -- Parcel #088-02057000 at 1100 Brannan Road needs to be split so
that the southwestern tract is separated from the northeastern tract (which are now
physically separated by Brannan Road), with each tract becoming a separate parcel.
2. Recombination -- The new southwestern parcel then needs to be combined with the other
three parcels to form a new parcel with an officially-recorded plat.
AERIAL PHOTOGRAPHS – FIRST TWO

1100 Brannan Road--Parcel #088-02057000
(southwestern tract only) with 29.09 acres –
Parcel #070-01005001 with 12.89 acres This parcel needs to be subdivided (a lot split)
AERIAL PHOTOGRAPHS – SECOND TWO

941 Brannan Road —
Parcel #088-02056000 with 87.33 acres Parcel #088-02055000 with 5.0 acres
FLOODPLAIN MAP, INCLUDING WOLFE CREEK
BOUNDARY SURVEY
CASE FACTS – Slide #1
Proposed Development: Single-family detached subdivision with 161 units.
Applicant: Pulte Group, Inc. (c/o Battle Law, P.C.)
Site Address: 941 & 1100 Brannan Road, plus two other parcels.
Parcel ID and Acreage: • 941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—To include the southwestern tract
only, which contains 29.09 +/-acres.
 Parcel #088-02056000—Contains 87.33 +/- acres.
 Parcel #070-01005001—Contains 12.89 +/- acres.
District and Land Lot: Land Lots 2 & 3 of District 7.
Owner:  941 Brannan Road (Parcel #088-02055000) – Pierson, Melvin Wade & Annie Irene.
 1100 Brannan Road (Parcel #088-02057000) – Pierson, Melvin W. & Annie I.
 Parcel #070-01005001 -- Clark Family Investments, LP
 Parcel #088-02056000 – Pierson, H.B.

Property Location: Along the southern and southwestern curve of Brannan Road.
Surrounding Uses: ~ North—Scattered single-family dwellings.
~ South—The Summit at Eagles Landing Subdivision and Hickory Flat Elementary School.
~ East—Providence Harbour Subdivision, scattered single-family dwellings, and vacant
land.
~ West—Carlyle at Rockport Subdivision.
CASE FACTS – Slide #2
Existing Zoning:  Parcel #070-01005001—R-3 (Single-Family Residential) in unincorporated
Henry County.
 The Other Three Parcels—RA (Residential-Agricultural) in unincorporated
Henry County.
Proposed Zoning: SR (Suburban Residential) within the City.
Surrounding Zoning: ~ North—RA (Residential-Agricultural) in unincorporated Henry County.
~ South—PUD (Planned Unit Development) in the City and RA (Residential-
Agricultural) in unincorporated Henry County.
~ Southwest – MFR (Multiple Family Residential) in the City.
~ East— R-2 (Single-Family Residential) and RA (Residential-Agricultural) in
unincorporated Henry County.
~ West—R-3 (Single-Family Residential) and RM (Residential-
Multifamily) in unincorporated Henry County.
Existing Future Land Use Designation: ‘Medium-Density Suburban’ in unincorporated Henry County.
Proposed Future Land Use Designation: Low-Density Residential within the City.
Property Conditions  941 Brannan Road (Parcel #088-02055000) – Has a single-family
detached dwelling.
 The Other Three Parcels—Are vacant, partially wooded, and feature the
presence of Wolfe Creek plus a significant amount of floodplain areas. A
small cemetery is also present.
SURROUNDING CITY ZONING
(Subject property is shown with a star.)

KEY:

Gold—SR (Suburban Residential)
Brown--MFR (Multiple Family Residential)
Light Blue—Office-Institutional
Teal—PUD (Planned Unit Development)
White—Unincorporated Henry County
SURROUNDING CITY LAND USE DESIGNATIONS
(The subject property is shown with a star.)

KEY:

Beige—Low-Density Residential
Orange—High-Density Residential
Pink—Low-Density Mixed-Use
White—Outside of the Stockbridge City Limits
PROPOSED DEVELOPMENT—Slide #1
A. Project Type and Size:
1. Total Units -- 161 single-family detached residential dwellings.
2. Gross Density -- 1.19 units per acre and a net density of 1.96 units per acre.
3. Total Acreage -- 134.91 +/- acres, with the proposed development to comprise 63.95 +/- acres (53
percent) and the remaining 70.96 +/- acres remain as open space.
4. Lot Sizes -- Larger lots fronting on Brannan Road would have 17,000 square feet, and the
remaining lots would have 12,000 square feet (which meets the minimum lot size requirement in
the SR district).
5. Variance Request -- The applicant has requested a variance via Variance Case #VR-2023-03 to
allow the reduction in the front yard setbacks from the required 50 feet to 30 feet.
B. Site Plan Design:
1. Site Plan Title -- “Conceptual Plan, SR Zoning; Brannan Road”, which was prepared by Falcon
Design Consultants, dated 01/29/22, and representing Sheet #1.0.
2. Site Access – There would be two accesses off Brannan Road. The northern access would align
with Radcliffe Drive to the east, and the southern access would be located a few blocks north of
Wylde Woode Drive.
3. Amenities -- An “amenity area” would be located near the northern access, and an 8-foot-wide
multi-use trail would surround the property, made with mulch. No other amenities are shown on
the site plan.
CONCEPTUAL SITE PLAN
PROPOSED DEVELOPMENT—Slide #2
C. Parking:
1. Parking Requirements -- For 161 total single-family detached units, 6 parking spaces are
required for an adult swimming pool, and 15 parking spaces are required for every 15 units
beyond 60 units. This means that 13 total parking spaces would be required, including 6 pool
spaces plus 7 guest spaces.
2. Parking Provision -- A total of 22 parking spaces would be provided at the clubhouse, which
would exceed the parking requirement.
D. Environmental Considerations:
1. Wetlands Areas -- The western side of the site features Wolfe Creek and a large flood hazard
area.
2. Detention Ponds – Two would be provided.
3. Buffering -- A 50-foot-wide buffer would be located along the northern and eastern property
lines, and 25-foot-wide buffer would be located along the western and southern boundary
lines. The latter would meet the requirement for buffering adjacent to other residential areas.
E. Residential Units:
1. Home Sizes – Minimum of 3,020 square feet, with two or three stories and two-car garages.
2. Facades -- They would be either all-brick or at least have brick on the first floor.
3. Floor Plans -- Ten different residential floor plans would be offered, at prices ranging from
$551,990 to $656,990.
PROPOSED DEVELOPMENT – Slide #3
F. Traffic Impact Study:
1. Title – “Traffic Impact Study for Brannan Road Residential”, which was prepared for
Pulte Group by NV5 Engineers and Consultants, Inc. of Roswell, Georgia on November
18, 2021 (two years ago).
2. Basis -- The study was based on the developer building 190 single-family detached
homes, but now, the applicant proposes to build only 161 homes. Thus, the traffic
impacts from the proposed development are likely to be somewhat less than what the
Study found.
3. Projected Trip Generation – Includes a total of 1,822 new daily trips, 124 trips during the
AM peak hour (with 35 entering trips and 99 exiting trips), and 182 trips during the PM
peak hour (with 114 entering trips and 68 exiting trips).
4. Locations of Study Intersections – Included Brannan Road at Springdale Road, at North
Salem Drive, at Wylde Woode Drive, and at the two proposed site driveways).
5. Overall Traffic Operations -- These were found to be satisfactory under existing conditions,
and the addition of project traffic was expected to have minimal impacts on the Levels of
Service and traffic delays at the study intersections. The proposed site driveways were also
expected to have minimal impacts on traffic operations within the project vicinity.
6. Traffic Recommendations – Include the installations of right-turn lanes (deceleration lanes)
at the two proposed site driveways along Brannan Road. No other improvements at the
study intersections were believed to be needed to reduce the traffic impacts of the proposed
development on Brannan Road.
DETAILED SITE PLAN, ENLARGED
LAND USE SUMMARY FROM SITE PLAN
ANALYSIS OF REQUEST – Slide #1
NINE (9) REQUIRED CRITERIA WERE ANALYZED:
1. Consistency with the Comprehensive Plan:
a. Comprehensive Plan Amendment -- The applicant has applied for a Comprehensive Plan amend-
ment to assign the Low-Density Residential future land use designation to the subject property
upon its annexation into the City.
b. Zoning Compatibility -- The requested zoning of SR (Suburban Residential) would be
compatible with the Low-Density Residential future land use designation, thereby being
consist with the land use goals of the City’s 2024-2028 Comprehensive Plan.
2. Ability to Carry Out the Purpose of the Zoning Code -- The applicant’s requested zoning of ‘SR’
(Suburban Residential) would be compatible with other SR districts in the vicinity, and it would
represent a less-intense zoning than the adjacent MFR (Multiple Family Residential) and PUD
(Planned Unit Development) districts to the west and south of the subject property.
3. Potential Positive Effects on the Area –The rezoning of the subject property to SR would enable the
property to develop with a single-family detached subdivision, which would be compatible with
the adjacent subdivisions to the southeast, east, and west.
4. Physical Suitability of the Site:
a. Although the subject property contains a significant amount of wetlands and floodplain areas,
the site plan shows that the proposed subdivision would not encroach into those areas.
b. A small cemetery is present in the south-central part of the site, which should be adequately
preserved, have unobstructed access to it, and have sufficient buffering.
ANALYSIS OF REQUEST – Slide #2
5. Impacts on Adjacent Property Owners:
a. Single-family detached subdivisions already exist to the south, east, and west.
b. The proposed subdivision would be therefore be compatible with them.
c. The proposed subdivision would be a lower-intensity use than the MFR and PUD developments
to the south.
d. No adverse impacts on adjacent property owners are anticipated.
6. Impacts on Water and Sewer Infrastructure:
a. The applicant’s letter from the Henry County Water Authority is two years old, from 12/03/21.
It stated that water service, sewage treatment, and sewer capacity were all available at that time
to serve the proposed development, but that the developer would need to provide an offsite
sanitary sewer line extension at the developer’s expense, which might also necessitate the
acquisition of easements at the developer’s expense.
b. The applicant should obtain a new, updated letter to ascertain the current situation regarding
the availability of water and sewer service for the proposed development.
ANALYSIS OF REQUEST – Slide #3
7. Impacts on Schools:
a. The subject property is served by three public schools — Hickory Flat Elementary School, Union Grove
Middle School, and Union Grove High School.
b. A letter from the Henry County Board of Education (05/23/23) states that the proposed development
would generate 113 new students, which would require 5 new classrooms.
c. However, the letter was based on the development having 198 residential units, which is more rather
than the current proposal of 161 units. Thus, perhaps only 4 new classrooms would be needed. A
standard new classroom which cost $300,000, and a modular classroom would cost only $25,000.
8. Impacts on Traffic and Transportation:
a. The applicant’s traffic impact study state that the traffic impacts from the proposed development on
the surrounding area are projected to be minimal, although it did recommend the installation of
deceleration lanes at both project driveways.
b. However, since the study was prepared two years ago, it would be desirable to have an updated study
prepared to reflect current traffic conditions within the vicinity.
9. Relation to Other Considerations –The inclusion of all four parcels within the proposed subdivision
would enable a central entity to maintain and preserve the exiting creek and floodplain areas.
ANALYSIS OF REQUEST – Slide #4
10. The ability of the Subject Property to be Developed as it is Presently Zoned:
a. Although Wolfe Creek and its adjacent floodplain areas cover a significant portion of the subject
property, all but one of the parcels (Parcel #S070-01005001 with 12.89 acres) could each be developed
with one single-family dwelling under the property’s current RA (Rural-Agriculture) zoning. But
maintaining the same zoning would leave Parcel #S070-01005001 isolated.
b. In addition, it is not reasonable to expect that the other two parcels (including the southwestern tract
of Parcel #088-02057000 at 1100 Brannan Road with 29.09+/- acres, plus Parcel #088-02056000 with
87.33 +/-acres), due to their substantial size, would each only contain one dwelling. This would not
be a good economic use for them. Therefore, the proposed development would make better use of
all four parcels and is more reasonable.
STAFF CONCLUSION

As a result of the foregoing analysis, the Planning and Zoning Staff concludes that the
applicant’s request to rezone the subject property by assigning the zoning district of ‘SR’
(Suburban Residential) via RZ-2023-07 is reasonable and that it should be approved, with a
few conditions.
STAFF RECOMMENDATIONS—SLIDE #1
Having reached a positive conclusion in its analysis of RZ-2023-07, the Planning and Zoning Staff recommends
the APPROVAL WITH CONDITIONS for this case. Further, the applicant’s requested rezoning for the assignment
of the SR (Suburban Residential) zoning district to the subject property on Brannan Road should be made with
the following conditions:
1. Site Plan – The proposed subdivision shall be constructed according to a design which is similar
to the one that is shown on the applicant’s submitted site plan, entitled “Conceptual Plan, SR Zoning;
Brannan Road”, which was prepared by Falcon Design Consultants, dated 01/29/22, and representing Sheet
#1.0.”
2. Variance – The rezoning shall not be approved unless the applicant’s requested variance, via VR-2023-04,
to reduce the required minimum front yard setback from 50 feet to 35 feet, is approved before, or
simultaneously with, the approval of RZ-2023-07.

3. Cemetery—The developer shall preserve the existing small cemetery on the property, including the provision
of unobstructed access to it, the provision of protective buffering around it, and the regular maintenance of
the cemetery grounds.
RECOMMENDATIONS—SLIDE #2
4. Water and Sewer Service – The rezoning shall not be approved unless the applicant obtains an updated letter
from the Henry County Water Authority which states that adequate water and sanitary sewer are available or
could be made available to serve the subdivision, and that the developer complies with all requirements in a
timely manner.

5. Traffic Management – As was recommended by the findings of the applicant’s traffic impact study, the
developer shall install right-turn lanes (deceleration lanes) at both site driveways along Brannan Road.

6. Environmental Impact Study – The rezoning shall not be approved unless the applicant submits an environ-
mental impact study which provides satisfactory environmental data.

TO: Stockbridge Mayor and City Council
Stockbridge Planning Commission

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

CC: Ryan Anderson, Chief Planner

DATE: December 21, 2023

SUBJECT: Staff Report for Rezoning Case #RZ-2023-07 for Property at
Brannan Road and Radcliffe Drive [Council District 5]

I. PURPOSE
Consider a Rezoning application (#RZ-2023-07) by Pulte Group, Inc., c/o Battle Law, P.C.
to assign the zoning district of ‘SR’ (Suburban Residential) to certain property along the
western and southwestern sides of Brannan Road to allow for the construction of a single-
family detached residential development (subdivision). The applicant proposes to build
161 units at a density of 1.2 units per acre.

The subject property consists of four parcels in Land Lots 2 & 3 of District 7, as are listed
below, with 134.31 +/- total acres in unincorporated Henry County. An aerial photograph
of each parcel is also being provided in the following pages.

• 941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—To include the southwestern tract
only, which contains 29.09 +/-acres.
• Parcel #088-02056000—Contains 87.33 +/- acres.
• Parcel #070-01005001—Contains 12.89 +/- acres.

The applicant also simultaneously submitted three other applications to the City of
Stockbridge, as are listed below.

• An Annexation Application (Case #AX-2023-05) – The applicant requests that the
subject property be annexed into the Stockbridge City Limits from unincorporated
Henry County. It would be located within Stockbridge Council District 5.

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

• A Comprehensive Plan Amendment Application (Case #CP-2023-06) —The applicant
requests that the future land use designation of Low-Density Residential be assigned
to the subject property upon its successful annexation into the City.
• A Variance Application (Case #VR-2023-03)—The applicant requests a variance to
allow the reduction in the front yard setbacks from the required 50 feet to 35 feet.

Besides these three applications, the applicant will also need to submit an application
for both a subdivision (lot split) and a recombination, to accomplish two purposes, as
are listed below.

1. Parcel #088-02057000 at 1100 Brannan Road needs to be split so that the
southwestern tract is separated from the northeastern tract (which are now
physically separated by Brannan Road), with each tract becoming a separate
parcel.

2. The new southwestern parcel then needs to be combined with the other three
parcels to form a new parcel with an officially-recorded plat.

VICINITY MAP

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

AERIAL PHOTOGRAPHS – FIRST TWO OF FOUR

Parcel #070-01005001 with 12.89 acres

1100 Brannan Road--Parcel #088-02057000
(southwestern tract only) with 29.09 acres

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

AERIAL PHOTOGRAPHS – LAST TWO OF FOUR

Parcel #088-02056000 with 87.33 acres

941 Brannan Road--Parcel #088-02055000 with 5.0 acres

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

FLOODPLAIN MAP, INCLUDING WOLFE CREEK

I. CASE FACTS

Proposed Development: Single-family detached subdivision with 161 units.
Applicant: Pulte Group, Inc. (c/o Battle Law, P.C.)
Site Address: 941 & 1100 Brannan Road, plus two other parcels.
Parcel ID and Acreage: • 941 Brannan Road (Parcel #088-02055000)—
Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—
To include the southwestern tract
only, which contains 29.09 +/-acres.
• Parcel #088-02056000—Contains 87.33 +/-
acres.
• Parcel #070-01005001—Contains 12.89 +/-
acres.
District and Land Lot: Land Lots 2 & 3 of District 7.
City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

Owner: • 941 Brannan Road (Parcel #088-02055000) –
Pierson, Melvin Wade & Annie Irene.
• 1100 Brannan Road (Parcel #088-02057000) –
Pierson, Melvin W. & Annie I.
• Parcel #070-01005001 -- Clark Family
Investments, LP
• Parcel #088-02056000 – Pierson, H.B.
Property Location: Along the southern and southwestern curve of
Brannan Road.
Surrounding Uses: ~ North—Scattered single-family dwellings.
~ South—The Summit at Eagles Landing
Subdivision and Hickory Flat Elementary School.
~ East—Providence Harbour Subdivision, scat-
tered single-family dwellings, and vacant land.
~ West—Carlyle at Rockport Subdivision.
Existing Zoning: • Parcel #070-01005001—R-3 (Single-Family
Residential) in unincorporated Henry County.
• The Other Three Parcels—RA (Residential-
Agricultural) in unincorporated Henry County.
Proposed Zoning: SR (Suburban Residential) within the City.
Surrounding Zoning: ~ North—RA (Residential-Agricultural) in unincor-
porated Henry County.
~ South—PUD (Planned Unit Development) in the
City and RA (Residential-Agricultural) in unincor-
porated Henry County.
~ Southwest – MFR (Multiple Family Residential) in
the City.
~ East— R-2 (Single-Family Residential) and RA
(Residential-Agricultural) in unincorporated Henry
County.
~ West—R-3 (Single-Family Residential) and RM
(Residential-Multifamily) in unincorporated Henry
County.
Existing Future Land Use ‘Medium-Density Suburban’ in unincorporated
Designation: Henry County.
Proposed Future Land Use Low-Density Residential within the City.
Designation:
Property Conditions: • 941 Brannan Road (Parcel #088-02055000) –
Has a single-family detached dwelling.
• The Other Three Parcels—Are vacant, partially
wooded, and feature the presence of Wolfe
Creek plus a significant amount of floodplain
areas. A small cemetery is also present.

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

CITY OF STOCKBRIDGE 2023 ZONING MAP
For Four Parcels at the Southwest Side of Brannan Road
(shown with a star)
KEY:
Gold—SR (Suburban Residential)
Brown--MFR (Multiple Family Residential)
Light Blue—Office-Institutional
Teal—PUD (Planned Unit Development)
White—Unincorporated Henry County

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

CITY OF STOCKBRIDGE 2024-2028 FUTURE LAND USE MAP
For Four Parcels Along the Southwest Side of Brannan Road
(shown with a star)
KEY:
Light Orange—Low-Density Residential
Bright Orange—High-Density Residential
Pink—Low-Density Mixed-Use
White—Outside of the Stockbridge City Limits

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024

BOUNDARY SURVEY

III. PROPOSED DEVELOPMENT
A. Project Type and Size. The applicant proposes to build 161 single-family detached
residential dwellings on the subject property, which contains 134.91 +/- acres. This would
represent a gross density of 1.19 units per acre and a net density of 1.96 units per acre.
The proposed development would comprise 63.95+/- acres, leaving the remaining 70.96+/-
acres (53 percent) as open space. Larger lots fronting on Brannan Road would have 17,000
square feet, and the remaining lots would have 12,000 square feet (which meets the
minimum lot size requirement in the SR district). The applicant has requested a variance
via Variance Case #VR-2023-03 to allow the reduction in the front yard setbacks from the
required 50 feet to 30 feet.

B. Site Plan Design. The applicant submitted a site plan entitled, “Conceptual Plan, SR
Zoning; Brannan Road”, which was prepared by Falcon Design Consultants, dated

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
10

01/29/22, and representing Sheet #1.0. It shows that the proposed subdivision would have
two accesses from Brannan Road. The northern access would align with Radcliffe Drive
to the east, while the southern access would be located a few blocks north of Wylde Woode
Drive. A “water connection” is proposed to be located near each access. Four cul-de-sacs
would be located within the site. An “amenity area” would be located near the northern
access, and an 8-foot-wide multi-use trail would surround the property, made with mulch.
No other amenities are shown on the site plan, nor has the proposed number of parking
spaces been indicated.

C. Parking. For 161 total single-family detached units, 6 parking spaces are required for
an adult swimming pool, and 15 parking spaces are required for every 15 units beyond 60
units. This means that 13 total parking spaces would be required, as is shown by the
calculations below. This would include 6 pool spaces plus 7 guest spaces to be located
elsewhere within the subdivision.

Total Required Parking Spaces = 6 pool spaces + (161 total spaces – 60 units /
15 spaces per unit) = 6 + (101 / 15) = 6 + (6.73, rounded up to 7) = 6 + 7 = 13 spaces.

The site plan indicates that a total of 22 parking spaces would be provided at the clubhouse,
which exceeds the parking requirement.

D. Environmental Features. The western side of the site shows the presence of Wolfe
Creek and a large flood hazard area, and two “water quality” areas (detention ponds) would
be provided. A 50-foot-wide buffer would be located along the northern and eastern
property lines of the subject property, and a 25-foot-wide buffer would be located along the
western and southern boundary lines. The latter meets the requirement for buffering
adjacent to other residential areas.

F. Residential Units. From the submitted architectural renderings, it appears that the
proposed homes would all have two or three stories and two-car garages. They would be
either all-brick or at least have brick on the first floor. Ten different residential floor plans
would be offered, at prices ranging from 4551,990 to $656,990. The minimum size would
be 3,020 square feet.

F. Traffic Impact Study. The applicant submitted the “Traffic Impact Study for Brannan
Road Residential”, which was prepared for Pulte Group by NV5 Engineers and
Consultants, Inc. of Roswell, Georgia on November 18, 2021 (two years ago). The study
was based on the developer building 190 single-family detached homes, but now, the
applicant proposes to build only 161 homes. Thus, the traffic impacts from the proposed
development are likely to be somewhat less than what the Study found.

The projected trip generation was a total of 1,822 new daily trips, 124 trips during the AM
peak hour (with 35 entering trips and 99 exiting trips), and 182 trips during the PM peak
hour (with 114 entering trips and 68 exiting trips). Overall traffic operations at the study
intersections (Brannan Road at Springdale Road, at North Salem Drive, at Wylde Woode
Drive, and at the two proposed site driveways) were found to be satisfactory under existing

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
11

conditions, and the addition of project traffic was expected to have minimal impacts on the
Levels of Service and traffic delays at the study intersections. The proposed site driveways
were also expected to have minimal impacts on traffic operations within the project vicinity.
The installations of right-turn lanes (deceleration lanes) at the two proposed site driveways
along Brannan Road were recommended, but no other improvements at the study
intersections were believed to be needed to reduce the traffic impacts of the proposed
development on Brannan Road.

CONCEPTUAL SITE PLAN

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
12

DETAILED SITE PLAN, ENLARGED

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
13

LAND USE SUMMARY FROM SITE PLAN

IV. ANALYSIS OF REQUEST

The applicant requests a Rezoning under Section 9.2.1(C) of the City of Stockbridge’s
Unified Development Code (UDC). The Planning Commission and the City Council shall
consider the following nine (9) standards in considering any proposal that would result in
a change to the text or map of the UDC, giving due weight or priority to those factors that
are appropriate to the circumstances of each proposal.

STANDARD #1--Consistency with the Comprehensive Plan.

The applicant has applied for a Comprehensive Plan amendment to assign the Low-Density
Residential future land use designation to the subject property upon its annexation into the City.
The requested zoning of SR (Suburban Residential) would be compatible with the Low-Density
Residential future land use designation, thereby being consist with the land use goals of the
City’s 2024-2028 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

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
14

not the proposed change will help carry out the purposes of the City of Stockbridge
Unified Development Code (UDC).

The applicant’s requested zoning of SR (Suburban Residential) for the subject property
would be compatible with other SR districts in the vicinity and would represent a less-
intense zoning than the adjacent MFR (Multiple Family Residential) and PUD (Planned
Unit Development) districts to the west and south of the subject property.

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 rezoning of the subject property to SR (Suburban Residential) would enable the
property to develop with a single-family detached subdivision, which would be compatible
with the adjacent subdivisions to the southeast, east, and west.

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.

The subject property contains a significant amount of wetlands and floodplain areas. The
applicant has presented a site plan which shows that the proposed subdivision would not
encroach into those areas. A small cemetery is present in the south-central part of the
site, which should be adequately preserved, have unobstructed access to it, and have
sufficient buffering.

STANDARD #5 --The impact upon adjacent property owners should the request be
granted.

Since single-family detached subdivisions already exist to the south, east, and west, the
proposed subdivision would be compatible with them, and it would be a lower-intensity use
than the MFR and PUD developments to the south. No adverse impacts on adjacent
property owners are anticipated.

STANDARD #6 -- The potential impact of the rezoning on City infrastructure
including water and sewage system.

Although the applicant has provided a letter from the Henry County Water Authority, it is
two years old, with the date of December 3, 2021. It states that water service, sewage
treatment, and sewer capacity were all available at that time to serve the proposed
development, but that the developer would need to provide an offsite sanitary sewer line
extension at the developer’s expense, which might also necessitate the acquisition of
easements at the developer’s expense. The applicant should obtain a new, updated letter
to ascertain the current situation regarding the availability of water and sewer service for
the proposed development.

The subject property is served by three public schools—Hickory Flat Elementary School,
City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
15

Union Grove Middle School, and Union Grove High School. The applicant has submitted
a letter from the Henry County Board of Education, dated May 23, 2023. It states that the
proposed development would generate 113 new students, which would require five new
classrooms. However, the letter was based on the development having 198 residential
units rather than the current proposal of 161 units. Thus, perhaps only four new
classrooms would be needed. The cost of providing the new classrooms would be
$25,000 for a modular classroom and $300,000 for a permanent classroom.

STANDARD #7 -- The impact of the proposed amendment on adjacent
thoroughfares and pedestrian and vehicular circulation and traffic volumes.

The traffic impacts of the proposed development on the surrounding area are projected to
be minimal, according to the applicant’s submitted traffic impact study. The study
recommended the installation of deceleration lanes at both project driveways, but no other
improvements. However, since the study was prepared two years ago, it would be
desirable to have an updated study prepared to reflect current traffic conditions within the
vicinity.

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.

The inclusion of all four parcels within the proposed subdivision would enable a central
entity to maintain and preserve the exiting creek and floodplain areas.

STANDARD #9 -- The ability of the subject land to be developed as it is presently
zoned.

Although Wolfe Creek and the adjacent floodplain areas cover a significant portion of the
subject property, all but one of the parcels (Parcel #S070-01005001 with 12.89 acres)
could each be developed with one single-family dwelling under the property’s current RA
(Rural-Agriculture) zoning. But maintaining the same zoning would leave Parcel #S070-
01005001 isolated.

In addition, it is not reasonable to expect that the other two parcels (including the
southwestern tract of Parcel #088-02057000 at 1100 Brannan Road with 29.09+/- acres,
plus Parcel #088-02056000 with 87.33 +/-acres), due to their substantial size, would each
only contain one dwelling. This would not be a good economic use for them. Therefore,
the proposed development would make better use of all four parcels and is more
reasonable.

V. STAFF CONCLUSION

As a result of the foregoing analysis, the Planning and Zoning Staff concludes that the
applicant’s request to rezone the subject property by assigning the zoning district of ‘SR’
(Suburban Residential) via RZ-2023-07 is reasonable and should be approved, with a few

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
16

conditions.

VI. STAFF RECOMMENDATIONS

In view of the aforementioned positive conclusion, the Planning and Zoning Staff
recommends APPROVAL WITH CONDITIONS for this case. The assignment of the SR
(Suburban Residential) zoning district to the subject property on Brannan Road via RZ-
2023-03 should be made with the following conditions:

1. Site Plan – The proposed subdivision shall be constructed according to a design which
is similar to the one that is shown on the applicant’s submitted site plan, entitled
“Conceptual Plan, SR Zoning; Brannan Road”, which was prepared by Falcon Design
Consultants, dated 01/29/22, and representing Sheet #1.0.”

2. Variance – The rezoning shall not be approved unless the applicant’s requested
variance, via VR-2023-04, to reduce the required minimum front yard setback from 50
feet to 35 feet, is approved before, or simultaneously with, the approval of RZ-2023-
07.

3. Cemetery—The developer shall preserve the existing small cemetery on the property,
including the provision of unobstructed access to it, the provision of protective buffering
around it, and the regular maintenance of the cemetery grounds.

4. Water and Sewer Service – The rezoning shall not be approved unless the applicant
obtains an updated letter from the Henry County Water Authority which states that
adequate water and sanitary sewer are available or could be made available to serve
the subdivision, and that the developer complies with all requirements in a timely
manner.

5. Traffic Management – As was recommended by the findings of the applicant’s traffic
impact study, the developer shall install right-turn lanes (deceleration lanes) at both
site driveways along Brannan Road.

6. Environmental Impact Study – The rezoning shall not be approved unless the
applicant submits an environmental impact study which provides satisfactory
environmental data.

City of Stockbridge, GA Community Dev. Dept. / RZ-2023-07 Staff Report / January 8, 2024
Engineering Division

August 23, 2023

Re: Water and Sewer Services - Availability
Proposed Development: Single Family Residential Subdivision
Property Information: Brannan Road (Parcel ID’s 088-02057000, 088-02056000, &
088-02055000)
LL 3; District 7; 134.31+/- acres
Proposed Zoning: SR
Sewer Basin: Walnut Creek
Watershed Basin: Big Cotton Indian

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. A fire flow test calculated in the area revealed the
following data:

Static: 90 psi
Residual: 60 psi
Flow 1190 gpm
Calculated Flow @ 20 psi: 1880 gpm

As shown, these results are above the minimum adopted standards of 20 psi residual pressure at
750 gpm for said residential development as established by the Henry County Board of
Commissioners.

Sewage treatment and sewer line capacity are available for the property. However, an offsite
sanitary sewer line extension is required at the developer’s expense. The offsite sewer line
extension may require the acquisition of easements at the developer’s expense.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
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.

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 Conceptual Plan dated
11/2/2021 and conceptual sewer routing prepared by Falcon Design, Consultants.
Date:
2023.08.23
16:28:31
-04'00'
Scott Sage, P. E.
Engineering Division Manager
Henry County Water Authority
780 750 0 70
72
SS
740
700
72 W 69
730 0
SS

720 W
750 720 S S
SS
790
W W W W W W W
W W W W
SS
WETLAND D
W W W
W W 69
W 0
SS
750 71 0

7 73
720 71 10 0
72
750 740 740
760 W
730

73
SS
72
SS

SS S TRIPLE BOX 70 71
S S SS
710
0 700
77
0 W
W SS CULVERT at
W W S
BRANNON W

SS SS
740
SS
ROAD
69
S S

W W W
W S

750 0
SS SS SS 72 0
700
71
73 W 730
730
0 SS

760
W S
W S SS
WOLF CREEK 710 690

700 700
W W
SS 740

SS
70
0 690 W
75 S
W0 SS 0 SS 0
77 S
74 70
0 750
77 72 0
0 W
76
0 70
770 SS 0
SS 71
0 70
700
SS SS
73
W 760 S
W SS
720

730 70 70
SS
730 SS
SS 700
700
700

740
77 0
70 0 760
0 SS 700 700 70 740 750
SS 72 W
710 730
76 0 70 71
0 0
72 70
70 0 700

75
SS
71
700 70
0 WETLAND D 72
0 71 0

SS 750 0 740
70

0 0
76 73 W
720 730
700 720
730

72
SS 0
W 70
0 SS
76
SS
740
730 W

72
W W
SS
710
0 SS 0 74
76 SS
70 70 70
0 74 0
74 0 0
760 0
S SS
SS W

W 750 73
750 0

0 750
71 74
W SS
760
740
750
730 S
750
S 720

770
WETLAND E
UT 4 &

740 760
730 75
SS
760 76
INVERT-OUT
77
CMP
750
74
0 0 78
70
73
0 0 77
75 SS
72
0 70 0
790
UT 3
700 770 760
70
0 77
0 780 750
SS 78
750 0
78
740 S
77

0 76
78 0

SS
72 0
0 73

0 W
79
SS
790
76
0 750 0
77
73
S 790
SS
0 0
72 710 0
78
71
0 78

770
770

SS WETLAND A 71
710 W

720 730
740
750 0
760 770 79
SS

WETLAND C 780
0 71 W
71
71
79
0 790
710
710
780
0 710 81
71 800 0
710
710
710 780
710
78
710
800
710
71
0 0
71 0
71
71
0 720 73
790
810 0
710 82

710
75
800
SS
80
710 740 0
UT 1 0
76
SS 720 77
WETLAND B 81
80
0 BASE UT 2 78
73 0
SS
FLOW 79
710 ENDS W

S SS SS S SS SS SS S SS SS SS SS SS 790

50

7 SS
770

72
WOTUS/WOTS MAP for 780
SS

82
BRANNON ROAD PROPERTY
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02055000 Class R Owner PIERSON, MELVIN WADE & Land $65000
Property 941 BRANNAN Acreage 5.0 Address ANNIE IRENE Value:
Address RD 1100 BRANNAN RD Building $82800 Last 2 Sales
District County/UnIncorp MCDONOUGH GA 30253 Value: Date Price Reason Qual
Misc $2100 7/29/2021 $0 FAMLY/GIFT U
Value: 6/29/1980 $0 n/a U
Total $149900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 088-02057000 Class R Owner PIERSON MELVIN W & Land $228300
Property 1100 BRANNAN Acreage 42.11 Address ANNIE I Value:
Address RD 1100 BRANNAN RD Building $281900 Last 2 Sales
District County/UnIncorp MCDONOUGH GA Value: Date Price Reason Qual
30253 Misc $500 3/3/2020 $0 FAMLY/GIFT U
Value: 1/1/1973 $0 n/a U
Total $510700
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

572 ft

Parcel ID 070-01005001 Class R Owner CLARK FAMILY Land $16900
Property Acreage 12.994 Address INVESTMENTS LP Value:
Address 10587 COUNTY LINE Building $0 Last 2 Sales
District County/UnIncorp RD Value: Date Price Reason Qual
MIDLAND GA 31820 Misc $0 7/5/2011 $3,200 GOVERNMENT U
Value: 6/30/2009 $0 CORPORATE U
Total $16900
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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

1,143 ft

Parcel ID 088-02056000 Class R Owner PIERSON H B Land Value: $647200
Last 2 Sales
Property Acreage 95.6 Address 941 BRANNAN RD Building $0
Date Price Reason Qual
Address MCDONOUGH GA Value:
10/1/1984 $0 n/a U
District County/UnIncorp 30253 Misc Value: $0
n/a $ n/a n/a
Total Value: $647200

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: 7/10/2023
Last Data Uploaded: 7/10/2023 1:19:56 AM

Developed by
CIVIL LAND
EAST LAKE PK
WY
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
BRANNAN RD
PLANNING

AR SITE
BO
RW
AY

HW
HIG

AY
4 FALCON DESIGN
2N CONSULTANTS
WHITNEY LN
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
THIS BLOCK RESERVED FOR THE STOCKBRIDGE, GEORGIA 30281
VICINITY MAP
(GA WEST ZONE)
Ph (770)389-8666 - Fax (770)389-8656
CLERK OF THE SUPERIOR COURT L=49.60'
R=4,414.00' NOT TO SCALE NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
CH=S88° 14' 20"E E E NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 710-8908 Ph. (678) 807-7100
BRANNAN ROA
GRID NORTH
CL=49.60' E E
LEGEND D www.fdc-llc.com
P.O.C. 80' PUBLIC R/W E E E
DB DEED BOOK L LINE LABEL TRACT 2 E
PB PLAT BOOK PKS PK NAIL SET CATV
PG PAGE SSE SANITARY SEWER EASEMENT P.O.B.
IPS 5/8"
LL LAND LOT UE UTILITY EASEMENT TRACT 1
OTP OPEN TOP PIPE REF REFERENCE REBAR E
RB REBAR C/O SEWER CLEAN OUT OPEN S

N00°09'06"E 428.72'
SPACE E
IPF IRON PIN FOUND SQ. FT. SQUARE FOOT

303.51'
1/2" REBAR W/C FDC 000995 E
IPS
PROPOSED

PULTE HOME COMPANY, LLC
CTP CRIMP TOP PIPE IRON PIN FOUND
E TRACT 2A S
C&G CURB & GUTTER IRON PIN SET
R/W RIGHT OF WAY CALCULATED POINT PROPOSED
N/F NOW OR FORMERLY POWER POLE E TRACT 2B L=335.88'
-E- OVERHEAD POWER LINE FIRE HYDRANT LOT 32
E FH

LAND LOT 3, 7TH DISTRICT
R=1,234.00'

PURCHASE AREA EXHIBIT
CMP CORRUGATED METAL PIPE WATER VALVE IPS S85°22'10"E PROPOSED
LOT 31 IPS WV
SWMF STORMWATER MANAGEMENT FACILITY W WATER METER
S72 CH=S44° 03' 10"E
308.08' TRACT 2C N3
TBM TEMPORARY BENCHMARK D JUNCTION BOX THE CARLYLE AT ROCKPORT E SS
P.O.B. °26' CL=334.84'
LOT 30 IPS 56"E 8°
POB POINT OF BEGINNING S SANITARY SEWER MANHOLE 239
POC POINT OF COMMENCEMENT DROP INLET
A RETIREMENT COMMUNITY E
STRACT 2 .66' 29 31'5
PB 31, PG 50 LOT 29 E S5 9. 1"
RCP REINFORCED CONCRETE PIPE R/W MONUMENT IPS 8°3 87 E
DIP DUCTILE IRON PIPE SINGLE WING CATCH BASIN LOT 28 20 9'28 '
PVC POLYVINYL CHLORIDE PIPE DOUBLE WING CATCH BASIN IPS 8.7 "E
HDPE HIGH DENSITY POLYETHYLENE PIPE CURB INLET
LOT 27 E APPROXIMATE LOCATION OF 7'
R/ LOT 26 E ZONE A PER FEMA IPS
PL PROPERTY LINE HEADWALL
FLARED END SECTION 5 0' E PANEL 13151C0093D IPS
CL CENTERLINE LOT 25 SS
ID IDENTIFICATION G GAS METER AY 9'
B.S.L. BUILDING SETBACK LINE GAS VALVE W LOT 24
9 3.7 57"W
E 2 1'
BOC BACK OF CURB E ELECTRIC TRANSFORMER
YD
LOT 23
5' 2
.S8 4°
C CURVE LABEL T TELEPHONE PEDESTAL
H CL LOT 22
9 3 8 S S5 PROPOSED MB
CI CURB INLET LIGHT POST T W

HENRY COUNTY, GEORGIA
LOT 21 FH

BRANNAN ROAD
DE DRAINAGE EASEMENT RA E
E E TRACT 2D WV
ST
LOT 20 IPS
ASPHALT '5

S00°08'28"W 1413.52'
EOP EDGE OF PAVEMENT E E 4 S2 CATV

FH FIRE HYDRANT LOT 19
2 °3
5"E
CONCRETE
LOT 18 N5 TRACT 1
1'0
2-STORY
7°5 .22' CABIN "E
9'21
IPS
E SS E N/F 8 1
23 °
N68 9.22'

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
LOT 17
ST ANDREWS @ ROCKPORT E NC CLARK FAMILY INVESTMENTS, LP
PHASE 5
LOT 16 E E K
F TAX ID 070-01005001 29
LIN

1110.01'
PB 29, PG 237 I N- DB 12178, PG 201 E L=340.55'
IPS
S CHA PB 22, PG 263 TRACT 2 R=1,234.00'
5' WOODEN
CL E BUILDING CH=S13° 54' 22"E
IF IPS N47°21'23"W, 12.89 ACRES N/F
CL=339.47'
E E MELVIN WADE PIERSON
LL TO 156.63' 561,541 sq.ft.
& ANNIE IRENE PIERSON OUTHOUSE
N #1100 BRANNAN RD
3 D CATV

RI E S
IPS TAX ID 088-02057000 3' WOOD
DB 17032, PG 218
GE
MB
LOT 505 FENCE
E E N42°38'37"E,
1/2" S06°00'00"E
'R REBAR 70.23' 29.09 ACRES
50 193.45'
1,267,067 sq.ft.
E /W
LOT 506 CATV
MB
SS N00°35'55"E,
E 251.80'
MB
LOT 508 LOT 507
N52°34'10"E, CATV
L=117.42'

THIS PLAT WAS PREPARED FOR THE
S 1/2"
33.60' S89°30'19"E 593.56' REBAR S89°30'19"E 727.89' R=16,760.00'
4' CHAIN-LINK FENCE
S89°30'19"E 1397.41' CH=S4° 16' 28"E
1/2"
E REBAR IPS MB
CL=117.42'
IPS

EXCLUSIVE USE OF THE PERSON, PERSONS,
APPROXIMATE LOCATION OF

LAND LOT LINE
E ZONE A PER FEMA
S PANEL 13151C0093D FH

OR ENTITY NAMED IN THE CERTIFICATE
E WV

L=624.93'

REVISIONS
SS

HEREON. SAID CERTIFICATE DOES NOT
R=16,760.00'
CH=S3° 00' 20"E
S TRACT 3 MB
CL=624.89'

EXTEND TO ANY UNNAMED PERSON
E N/F
BARN
H.B. PIERSON
E TAX ID 088-02056000
N/F E DB 193, PG 90

WITHOUT AN EXPRESS RECERTIFICATION
GA TRANSLINE DB 439, PG 38 BUILDING
S DB 597, PG 298
MB

87.33 ACRES

N00°35'38"E 1430.59'
BY THE SURVEYOR NAMING SAID PERSON.
E 3,804,238 sq.ft. 350.00'
S IPS N90°00'00"W IPS
TRACT 4
286.00'
E CEMETERY
N/F L=654.37'
SS H.A. PIERSON,
R=15,600.00' 1.
S00°00'00"E
M.W. PIERSON 2.
CH=S0° 07' 57"E
& H.B. PIERSON
E #941 BRANNAN RD CL=654.33'
TAX ID 088-02055000
DB 400, PG 256 FH
IPS WV
E BUILDING BUILDING WV
5.00 ACRES
217,770 sq.ft.
SS T DATE: 01-03-2022
374.84
2-STORY

LAND LOT LINE
HOUSE W SCALE: 1" = 200'

9 '5 5"E FILE NUMBER:213.017
S S10°5 L=160.04' DRAWN BY: J. ROBERTS
MB
R=15,600.00' REVIEWED BY:
K. BROWN
P.O.B. CH=S1° 21' 47"W
TOMBSTONE TRACT 4
SS
E (PET GRAVE) CL=160.04'
E IPS LL IPS
LL
LL LL S89°55'27"E
3 4
2 3 1/2"
280.00'
IPS P.O.B.
N89°37'05"W 1347.03' REBAR 4' BARBED-WIRE FENCE 4' BARBED-WIRE FENCE
N89°55'27"W 1443.75' X X
TRACT 3
SS S SS S SS S SS S LAND LOT LINE 1/2"
REBAR
LL LL LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 23 N/F
LL
LOT 11
HENRY COUNTY BOARD OF EDUCATION LL
31 30 LOT 24 #841 BRANNAN RD
29
LOT 10 PARAMOUNT DR 50' R/W TAX ID 088-02049003 30
THE SUMMIT AT EAGLE'S LANDING PB 24, PG 24
UNIT IV
PB 46, PG 30
01/03/22

COA# LSF 000995
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
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P:\Projects\Pulte\213.017 Brannan Road\SURVEY\dwg\BRANNAN RD-PURCHASE AREA EXHIBIT-10.dwg, SHEET 1, justinroberts, Jan 03, 2022 - 4:00:03pm
TRACT 1 - Parcel #07001005001 (Clark Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH), SAID POINT BEING THE NORTHEAST CORNER OF THE CARLYLE
AT ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 49.60 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 4,414.00 FEET AND A CHORD BEARING SOUTH 88 DEGREES 14 MINUTES 20
SECONDS EAST, 49.60 FEET) TO A 5/8 INCH REBAR;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST,
1,413.52 FEET TO A POINT;
THENCE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST, 727.89 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 00 DEGREES 35 MINUTES 55 SECONDS EAST, 251.80 FEET TO A 1/2 INCH REBAR;
THENCE, NORTH 42 DEGREES 38 MINUTES 37 SECONDS EAST, 70.23 FEET TO A 1/2 INCH REBAR AND CAP
SET;
THENCE, NORTH 47 DEGREES 21 MINUTES 23 SECONDS WEST, 156.63 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 52 SECONDS EAST, 938.85 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 09 MINUTES 06 SECONDS EAST, 428.72 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 12.89 ACRES (561,541 SQUARE FEET).

TRACT 2 – Part of Parcel #08802057000 (Melvin and Annie Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A 1/2 INCH REBAR AND CAP SET ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH), AT THE NORTHEAST CORNER OF THE CARLYLE AT
ROCKPORT SUBDIVISION, AS SHOWN IN PLAT BOOK 31, PAGE 50, HENRY COUNTY RECORDS;
THENCE, WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD, SOUTH 88 DEGREES 14
MINUTES 20 SECONDS EAST, 49.60 FEET TO A 5/8 INCH REBAR;
THENCE, SOUTH 00 DEGREES 08 MINUTES 28 SECONDS WEST, 303.51 FEET TO A 1/2 INCH REBAR AND
CAP SET AT THE POINT OF BEGINNING.
THENCE, SOUTH 85 DEGREES 22 MINUTES 10 SECONDS EAST, 308.08 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 72 DEGREES 26 MINUTES 56 SECONDS EAST, 239.66 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 58 DEGREES 39 MINUTES 28 SECONDS EAST, 208.77 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 38 DEGREES 31 MINUTES 51 SECONDS EAST, 299.87 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 335.88 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 44 DEGREES 03 MINUTES 10
SECONDS EAST, 334.84 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 54 DEGREES 21 MINUTES 57 SECONDS WEST,
293.79 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 27 DEGREES 51 MINUTES 05 SECONDS EAST, 238.22 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 68 DEGREES 19 MINUTES 21 SECONDS EAST, 299.22 FEET TO A 1/2 INCH REBAR AND
CAP SET ON THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, ALONG SAID RIGHT-OF-WAY LINE, 340.55 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 1,234.00 FEET AND A CHORD BEARING SOUTH 13 DEGREES 54 MINUTES 22
SECONDS EAST, 339.47 FEET) TO A POINT;
THENCE, SOUTH 06 DEGREES 00 MINUTES 00 SECONDS EAST, 193.45 FEET TO A POINT;
THENCE, 117.42 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 16,760.00 FEET
AND A CHORD BEARING SOUTH 04 DEGREES 16 MINUTES 28 SECONDS EAST, 117.42 FEET) TO A 1/2 INCH
REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 30 MINUTES 19 SECONDS WEST,
1,397.41 FEET TO A POINT;
THENCE, NORTH 00 DEGREES 08 MINUTES 28 SECONDS EAST, 1110.01 FEET TO THE POINT OF
BEGINNING.

SAID TRACT OR PARCEL CONTAINING 29.09 ACRES (1,267,067 SQUARE FEET).

TRACT 3 - Parcel #08802056000 (H.B. Pierson Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR FOUND AT THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE
OF BRANNAN ROAD (80 FOOT RIGHT-OF-WAY WIDTH) AND THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, WITH SAID LAND LOT LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST, 1,443.75 FEET
TO A 1/2 INCH REBAR;
THENCE, NORTH 89 DEGREES 37 MINUTES 05 SECONDS WEST, 1,347.03 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 35 MINUTES 38 SECONDS EAST, 1,430.59 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 52 DEGREES 34 MINUTES 10 SECONDS EAST, 33.60 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 593.56 FEET TO A 1/2 INCH REBAR;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 727.89 FEET TO A POINT;
THENCE, SOUTH 89 DEGREES 30 MINUTES 19 SECONDS EAST, 1,397.41 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 624.93 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 16,760.00 FEET AND A CHORD BEARING SOUTH 03 DEGREES 00 MINUTES 20
SECONDS EAST, 624.89 FEET) TO A 1/2 INCH REBAR AND CAP SET;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST,
350.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 10 DEGREES 59 MINUTES 55 SECONDS EAST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, SOUTH 89 DEGREES 55 MINUTES 27 SECONDS EAST, 280.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 160.04 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 01 DEGREES 21 MINUTES 47
SECONDS WEST, 160.04 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 87.33 ACRES (3,804,238 SQUARE FEET).

TRACT 4 - Parcel #08802055000 (Pierson Brothers Parcel)
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 3, 7TH DISTRICT, HENRY COUNTY,
GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A 1/2 INCH REBAR AND CAP SET IN THE WESTERLY RIGHT-OF-WAY LINE OF BRANNAN
ROAD (80 FOOT RIGHT-OF-WAY WIDTH) LOCATED NORTH 01 DEGREES 21 MINUTES 47 SECONDS EAST,
160.04 FEET FROM THE SOUTHERLY LINE OF LAND LOT 3,
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 55 MINUTES 27 SECONDS WEST,
280.00 FEET TO A 1/2 INCH REBAR AND CAP SET;
THENCE, NORTH 10 DEGREES 59 MINUTES 55 SECONDS WEST, 374.84 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, 286.00 FEET TO A 1/2 INCH REBAR AND
CAP SET;
THENCE, NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 350.00 FEET TO A 1/2 INCH REBAR AND
CAP SET IN SAID WESTERLY RIGHT-OF-WAY LINE OF BRANNAN ROAD;
THENCE, WITH SAID RIGHT-OF-WAY LINE, 654.37 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE
HAVING A RADIUS OF 15,600.00 FEET AND A CHORD BEARING SOUTH 00 DEGREES 07 MINUTES 57
SECONDS EAST, 654.33 FEET) TO THE POINT OF BEGINNING.

SAID TRACT OR PARCEL CONTAINING 5.00 ACRES (217,770 SQUARE FEET).
O AD
ALE
GD
BRANNAN ROAD RIN
LAND USE SUMMARY SP
CURRENT ZONING: RA
PROPOSED ZONING: SR

TOTAL SITE AREA: 134.41 ACRES
TOTAL OPEN SPACE: ±70.96 ACRES (53%)

TOTAL UNITS: 161
GROSS DENSITY: 1.19 du/ac
NET DENSITY: 1.96 du/ac

SR ZONING STANDARDS
MIN. LOT WIDTH: 75'
MIN. LOT SIZE: 12,000 sq ft
AVG. LOT SIZE: 14,425 sq ft
FRONT S/B: *30' (50' PER ORDINANCE)
SIDE S/B: 10'
REAR S/B: 40'
10' MULCHED TRAIL
*VARIANCE REQUESTED FROM 50' TO 30'
FRONT SETBACK

F FE
75' ' BU
25 10' MULTI-USE PATH
40' S/B

10' S/B 160'
EXISTING
STREAM
30' S/B
RADCLIFFE DR
50' RIGHT-OF-WAY

MINIMUM LOT (12,000sf) EXISTING
NOT TO SCALE STREAM

95'
WATER
QUALITY
40' S/B

10' S/B 180'

AMENITY (1.0ac)
30' S/B

50' RIGHT-OF-WAY

MINIMUM LOT FRONTING
BRANNAN RD (17,000sf)
NOT TO SCALE

BRANNAN ROAD
25' BUFFER

EXISTING
CEMETARY

WATER

50' UNDISTURBED BUFFER
QUALITY

WYLDE WOODE DR

10' MULTI-USE PATH

25' BUFFER

Brannan Road Stockbridge, Ga

TO: Stockbridge Mayor and City Council
Stockbridge Planning Commission

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

CC: Ryan Anderson, Chief Planner

DATE: December 21, 2023

SUBJECT: Staff Report for Variance Case #RZ-2023-03 for Property at
Brannan Road and Radcliffe Drive [Council District 5]

I. PURPOSE

Consider a Variance application (#VR-2023-03) by Pulte Group, Inc., c/o Battle Law,
P.C. to variance to allow the reduction in the front yard setbacks from the required 50
feet to 35 feet for a proposed single-family detached subdivision to developed along the
southern and southwestern sides of Brannan Road. The applicant proposes to build
161 units at a density of 1.2 units per acre.

The subject property consists of four parcels in Land Lots 2 & 3 of District 7, as are listed
below, with 134.31 +/- total acres in unincorporated Henry County. An aerial photograph
of each parcel is also being provided in the following pages.

• 941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—To include the southwestern tract
only, which contains 29.09 +/-acres.
• Parcel #088-02056000—Contains 87.33 +/- acres.
• Parcel #070-01005001—Contains 12.89 +/- acres.

The applicant also simultaneously submitted three other applications to the City of
Stockbridge, as are listed below.

• An Annexation Application (Case #AX-2023-05) – The applicant requests that the
subject property be annexed into the Stockbridge City Limits from unincorporated
Henry County. It would be located within Stockbridge Council District 5.

• A Comprehensive Plan Amendment Application (Case #CP-2023-06) —The applicant

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

requests that the future land use designation of Low-Density Residential be assigned
to the subject property upon its annexation into the Stockbridge City Limits.

• A Rezoning Application (Case #RZ-2023-07) – The applicant requests that the zoning
district of ‘SR’ (Suburban Residential) be assigned to the subject property upon its
annexation into the Stockbridge City Limits.

Besides these three applications, the applicant will also need to submit an application
for both a subdivision (lot split) and a recombination, to accomplish two purposes, as are
listed below.

1. Parcel #088-02057000 at 1100 Brannan Road needs to be split so that the
southwestern tract is separated from the northeastern tract (which are now
physically separated by Brannan Road), with each tract becoming a separate
parcel.

2. The new southwestern parcel then needs to be combined with the other three
parcels to form a new parcel with an officially-recorded plat.

VICINITY MAP

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

AERIAL PHOTOGRAPHS – FIRST TWO OF FOUR

Parcel #070-01005001 with 12.89 acres

1100 Brannan Road--Parcel #088-02057000
(southwestern tract only) with 29.09 acres

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

AERIAL PHOTOGRAPHS – LAST TWO OF FOUR

Parcel #088-02056000 with 87.33 acres

941 Brannan Road--Parcel #088-02055000 with 5.0 acres

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

FLOODPLAIN MAP, INCLUDING WOLFE CREEK

I. CASE FACTS

Proposed Development: Single-family detached subdivision with 161 units.
Applicant: Pulte Group, Inc. (c/o Battle Law, P.C.)
Site Address: 941 & 1100 Brannan Road, plus two other parcels.
Parcel ID and Acreage: • 941 Brannan Road (Parcel #088-02055000)—
Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—
To include the southwestern tract
only, which contains 29.09 +/-acres.
• Parcel #088-02056000—Contains 87.33 +/-
acres.
• Parcel #070-01005001—Contains 12.89 +/-
acres.
District and Land Lot: Land Lots 2 & 3 of District 7.
City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

Owner: • 941 Brannan Road (Parcel #088-02055000) –
Pierson, Melvin Wade & Annie Irene.
• 1100 Brannan Road (Parcel #088-02057000) –
Pierson, Melvin W. & Annie I.
• Parcel #070-01005001 -- Clark Family
Investments, LP
• Parcel #088-02056000 – Pierson, H.B.
Property Location: Along the southern and southwestern curve of
Brannan Road.
Surrounding Uses: ~ North—Scattered single-family dwellings.
~ South—The Summit at Eagles Landing
Subdivision and Hickory Flat Elementary School.
~ East—Providence Harbour Subdivision, scat-
tered single-family dwellings, and vacant land.
~ West—Carlyle at Rockport Subdivision.
Existing Zoning: • Parcel #070-01005001—R-3 (Single-Family
Residential) in unincorporated Henry County.
• The Other Three Parcels—RA (Residential-
Agricultural) in unincorporated Henry County.
Proposed Zoning: SR (Suburban Residential) within the City.
Surrounding Zoning: ~ North—RA (Residential-Agricultural) in unincor-
porated Henry County.
~ South—PUD (Planned Unit Development) in the
City and RA (Residential-Agricultural) in unincor-
porated Henry County.
~ Southwest – MFR (Multiple Family Residential) in
the City.
~ East— R-2 (Single-Family Residential) and RA
(Residential-Agricultural) in unincorporated Henry
County.
~ West—R-3 (Single-Family Residential) and RM
(Residential-Multifamily) in unincorporated Henry
County.
Existing Future Land Use ‘Medium-Density Suburban’ in unincorporated
Designation: Henry County.
Proposed Future Land Use Low-Density Residential within the City.
Designation:
Property Conditions: • 941 Brannan Road (Parcel #088-02055000) –
Has a single-family detached dwelling.
• The Other Three Parcels—Are vacant, partially
wooded, and feature the presence of Wolfe
Creek plus a significant amount of floodplain
areas. A small cemetery is also present.

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

CITY OF STOCKBRIDGE 2023 ZONING MAP
For Four Parcels at the Southwest Side of Brannan Road
(shown with a star)
KEY:
Gold—SR (Suburban Residential)
Brown--MFR (Multiple Family Residential)
Light Blue—Office-Institutional
Teal—PUD (Planned Unit Development)
White—Unincorporated Henry County

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

CITY OF STOCKBRIDGE 2024-2028 FUTURE LAND USE MAP
For Four Parcels Along the Southwest Side of Brannan Road
(shown with a star)
KEY:
Light Orange—Low-Density Residential
Bright Orange—High-Density Residential
Pink—Low-Density Mixed-Use
White—Outside of the Stockbridge City Limits

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024

BOUNDARY SURVEY

III. PROPOSED DEVELOPMENT

A. Project Type and Size. The applicant proposes to build 161 single-family detached
residential dwellings on the subject property, which contains 134.91 +/- acres. This would
represent a gross density of 1.19 units per acre and a net density of 1.96 units per acre.
The proposed development would comprise 63.95+/- acres, leaving the remaining 70.96+/-
acres (53 percent) as open space. Larger lots fronting on Brannan Road would have
17,000 square feet, and the remaining lots would have 12,000 square feet (which meets
the minimum lot size requirement in the SR district). The applicant has requested a
variance via Variance Case #VR-2023-03 to allow the reduction in the front yard setbacks
from the required 50 feet to 30 feet.

B. Site Plan Design. The applicant submitted a site plan entitled, “Conceptual Plan, SR
Zoning; Brannan Road”, which was prepared by Falcon Design Consultants, dated
01/29/22, and representing Sheet #1.0. It shows that the proposed subdivision would have

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
10

two accesses from Brannan Road. The northern access would align with Radcliffe Drive
to the east, while the southern access would be located a few blocks north of Wylde Woode
Drive. A “water connection” is proposed to be located near each access. Four cul-de-sacs
would be located within the site. An “amenity area” would be located near the northern
access, and an 8-foot-wide multi-use trail would surround the property, made with mulch.
No other amenities are shown on the site plan, nor has the proposed number of parking
spaces been indicated.

C. Parking. For 161 total single-family detached units, 6 parking spaces are required for
an adult swimming pool, and 15 parking spaces are required for every 15 units beyond 60
units. This means that 13 total parking spaces would be required, as is shown by the
calculations below. This would include 6 pool spaces plus 7 guest spaces to be located
elsewhere within the subdivision.

Total Required Parking Spaces = 6 pool spaces + (161 total spaces – 60 units /
15 spaces per unit) = 6 + (101 / 15) = 6 + (6.73, rounded up to 7) = 6 + 7 = 13 spaces.

The site plan indicates that a total of 22 parking spaces would be provided at the clubhouse,
which exceeds the parking requirement.

D. Environmental Features. The western side of the site shows the presence of Wolfe
Creek and a large flood hazard area, and two “water quality” areas (detention ponds) would
be provided. A 50-foot-wide buffer would be located along the northern and eastern
property lines of the subject property, and a 25-foot-wide buffer would be located along the
western and southern boundary lines. The latter meets the requirement for buffering
adjacent to other residential areas.

F. Townhome Units. From the submitted architectural renderings, it appears that the
proposed homes would all have two or three stories and two-car garages. They would be
either all-brick or at least have brick on the first floor. Ten different residential floor plans
would be offered, at prices ranging from 4551,990 to $656,990. The minimum size would
be 3,020 square feet.

F. Traffic Impact Study. The applicant submitted the “Traffic Impact Study for Brannan
Road Residential”, which was prepared for Pulte Group by NV5 Engineers and
Consultants, Inc. of Roswell, Georgia on November 18, 2021 (two years ago). The study
was based on the developer building 190 single-family detached homes, but now, the
applicant proposes to build only 161 homes. Thus, the traffic impacts from the proposed
development are likely to be somewhat less than what the Study found.

The projected trip generation was a total of 1,822 new daily trips, 124 trips during the AM
peak hour (with 35 entering trips and 99 exiting trips), and 182 trips during the PM peak
hour (with 114 entering trips and 68 exiting trips). Overall traffic operations at the study
intersections (Brannan Road at Springdale Road, at North Salem Drive, at Wylde Woode
Drive, and at the two proposed site driveways) were found to be satisfactory under existing
conditions, and the addition of project traffic was expected to have minimal impacts on the

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
11

Levels of Service and traffic delays at the study intersections. The proposed site driveways
were also expected to have minimal impacts on traffic operations within the project vicinity.
The installations of right-turn lanes (deceleration lanes) at the two proposed site driveways
along Brannan Road were recommended, but no other improvements at the study
intersections were believed to be needed to reduce the traffic impacts of the proposed
development on Brannan Road.

CONCEPTUAL SITE PLAN

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
12

DETAILED SITE PLAN, ENLARGED

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
13

LAND USE SUMMARY FROM SITE PLAN

The table below summarizes the applicant’s proposed lot configurations, and the
diagrams which follow were derived from the applicant’s site plan. The larger lots would
have at least 17,000 square feet and would have frontage on Brannan Road, with a
width of 95 feet and a depth of 180 feet. The smaller lots would have at least 12,000
square feet and would be internal lots, with lot widths of 75 feet and lot depths of 160
feet. All lots would have front yard setbacks of 30 feet if the requested variance is
approved. These data are portrayed in the table below.

TABLE OF PROPOSED LOT CONFIGURATIONS
LOT TYPE LOT SIZE LOCATION LOT LOT DEPTH
WIDTH
Larger At least 17,000 Frontage on
Lots square feet Brannan Road 95 feet 180 feet
Smaller At least 12,000
Lots square feet Internal Lots 75 feet 160 feet

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
14

DIAGRAMS OF PROPOSED LOT CONFIGURATIONS

SR (SUBURBAN RESIDENTIAL) DISTRICT REQUIREMENTS:

Front Yards – 50 feet (Applicant requests to reduce this to 30 feet.)
Side Yards – 10 feet
Rear Yards – 20 feet

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
15

IV. ANALYSIS OF REQUEST

The applicant, D.R. Horton, requests that a variance be granted via VR-2023-03 to allow
for the reduction of the front yard setbacks within the proposed single-family detached
subdivision from the required 50 feet in the SR (Suburban Residential) District to 30 feet.
Section 10.1.2 of the Stockbridge Unified Development Code (UDC) states that a
variance may only be granted upon finding that all of the conditions which are listed below
would be met.

A. Extraordinary and exceptional circumstances pertaining to the particular piece
of property in question exist due its size, shape, or topography that are not found
on other properties in the same zoning district.

As the applicant’s Boundary Survey shows, a significant portion of the subject property
contains Wolfe Creek and its associated wetlands, as well as a flood hazard zone.

B. A literal interpretation of the provisions of this Unified Development Code would
deprive the applicant of rights commonly enjoyed by owners of other properties
located in the same zoning district.

The existing environmentally-sensitive areas of the subject property are not suitable for
development, which greatly reduces the amount of remaining land area for the proposed
development.

C. Granting the variance requested will not confer upon the property owner any
special privileges that are denied to other owners of property in the same zoning
district.

The applicant’s requested variance is reasonable in view of the environmental limitations
of the subject property, and the Planning and Zoning Staff is not aware of any special
privileges which have been denied to other owners of property in the same zoning district.

D. The variance will be consistent with the purposes and intent of this Unified
Development Code, will be compatible with uses on neighboring properties, and
will serve the public welfare.

The requested variance would be consistent with the stated purposes and intent of the
UDC; it is not expected to have any adverse impacts on neighboring properties; and it
would serve the public welfare by allowing the reasonable development of a property
which has environmental limitations.

E. The extraordinary circumstances are not the result of actions of the applicant.

The presence of the property’s sensitive areas are an act of nature, not the applicant.

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
16

F. The variance is the minimum relief that will allow the legal use of the land,
building or structure.

Granting the applicant’s requested variance would allow the applicant to utilize a greater
portion of the remaining buildable area of the subject property.

G. The variance is not a request to permit a use of land, buildings or structures that
is prohibited in the same zoning district.

The proposed single-family detached subdivision would be permitted within the
applicant’s requested zoning of the property to ‘SR’ (Single-Family Residential) even if
the requested variance is not granted.

V. STAFF CONCLUSION
As a result of the foregoing analysis, the Planning and Zoning Staff concludes that the
applicant’s request for a variance, via VR-2023-03, to reduce the front yard setbacks from
the required 50 feet to 30 feet within the ‘SR’ (Suburban Residential) District is reasonable
and should be granted.

VI. STAFF RECOMMENDATIONS
In view of the aforementioned positive conclusion, the Planning and Zoning Staff
recommends APPROVAL WITH CONDITIONS for this case. The assignment of the SR
(Suburban Residential) zoning district to the subject property on Brannan Road via RZ-
2023-03 should be made with the following condition:

1. Site Plan – The proposed subdivision shall be constructed according to a design which
is similar to the one that is shown on the applicant’s submitted site plan, entitled
“Conceptual Plan, SR Zoning; Brannan Road”, which was prepared by Falcon Design
Consultants, dated 01/29/22, and representing Sheet #1.0.”

City of Stockbridge, GA Community Dev. Dept. / VR-2023-03 Staff Report / January 8, 2024
Presentation
For VR-2023-03:
VARIANCE
For a Proposed
Subdivision Along the
South & Southwestern
Sides of Brannan Road
Presented To:
Planning Commission –
December 21, 2023
City Council – January 08, 2024

Presented By:
City of Stockbridge Community
Development Department,
Planning and Zoning Division
Linda Logan, Senior Planner
VICINITY MAP
INTRODUCTION
PURPOSE OF APPLICATION -- Consider a Variance application (Case #RZ-2023-07) by Pulte Group,
Inc. (represented by Battle Law, P.C.) for property along the south and southwestern sides of
Brannan Road to allow for the development of a single-family detached subdivision with 161 units,
at a density of 1.2 units per acre.

APPLICANT’S REQUEST – Grant a variance to allow the reduction in the front yard setbacks from
the required 50 feet in the ‘SR’ (Suburban Residential) zoning district to 35 feet.

COMPANION APPLICATIONS -- The applicant also simultaneously submitted three other applica-
tions to the City of Stockbridge for the subject property, as are listed below.
1. Annexation Application (Case #AX-2023-05) – The applicant requests that the subject property
be annexed into the Stockbridge City Limits. It would be assigned to Council District 5.
2. Comprehensive Plan Amendment Application (Case #CP-2023-06) – The applicant requests that
the future land use designation of ‘Low-Density Residential’ be assigned to the subject property
upon its annexation into the Stockbridge City Limits.
3. Rezoning Application (Case #VR-2023-07) -- The applicant requests a rezoning to assign the
‘SR’ (Suburban Residential) zoning district to the subject property upon its annexation into the
Stockbridge City Limits.
SUBJECT PROPERTY
Component Parcels--The subject property consists of four parcels in Land Lots 2 & 3 of District
7, as are listed below, with 134.31 +/- total acres in unincorporated Henry County. An aerial
photograph of each parcel is also being provided in the following pages.
• 941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—To include the southwestern tract only, which
contains 29.09 +/-acres.
 Parcel #088-02056000—Contains 87.33 +/- acres.
 Parcel #070-01005001—Contains 12.89 +/- acres.

Needed Subdivision and Recombination Application -- The applicant will need to submit an
application for both a subdivision (lot split) and a recombination, to accomplish two purposes,
as are listed below.
1. Subdivision (Lot Split) -- Parcel #088-02057000 at 1100 Brannan Road needs to be split so
that the southwestern tract is separated from the northeastern tract (which are now
physically separated by Brannan Road), with each tract becoming a separate parcel.
2. Recombination -- The new southwestern parcel then needs to be combined with the other
three parcels to form a new parcel with an officially-recorded plat.
AERIAL PHOTOGRAPHS – FIRST TWO

1100 Brannan Road--Parcel #088-02057000
(southwestern tract only) with 29.09 acres –
Parcel #070-01005001 with 12.89 acres This parcel needs to be subdivided (a lot split)
AERIAL PHOTOGRAPHS – SECOND TWO

941 Brannan Road —
Parcel #088-02056000 with 87.33 acres Parcel #088-02055000 with 5.0 acres
FLOODPLAIN MAP, INCLUDING WOLFE CREEK
BOUNDARY SURVEY
CASE FACTS – Slide #1
Proposed Development: Single-family detached subdivision with 161 units.
Applicant: Pulte Group, Inc. (c/o Battle Law, P.C.)
Site Address: 941 & 1100 Brannan Road, plus two other parcels.
Parcel ID and Acreage: • 941 Brannan Road (Parcel #088-02055000)—Contains 5.0 +/- acres.
• 1100 Brannan Road (Parcel #088-02057000)—To include the southwestern tract
only, which contains 29.09 +/-acres.
 Parcel #088-02056000—Contains 87.33 +/- acres.
 Parcel #070-01005001—Contains 12.89 +/- acres.
District and Land Lot: Land Lots 2 & 3 of District 7.
Owner:  941 Brannan Road (Parcel #088-02055000) – Pierson, Melvin Wade & Annie Irene.
 1100 Brannan Road (Parcel #088-02057000) – Pierson, Melvin W. & Annie I.
 Parcel #070-01005001 -- Clark Family Investments, LP
 Parcel #088-02056000 – Pierson, H.B.

Property Location: Along the southern and southwestern curve of Brannan Road.
Surrounding Uses: ~ North—Scattered single-family dwellings.
~ South—The Summit at Eagles Landing Subdivision and Hickory Flat Elementary School.
~ East—Providence Harbour Subdivision, scattered single-family dwellings, and vacant
land.
~ West—Carlyle at Rockport Subdivision.
CASE FACTS – Slide #2
Existing Zoning:  Parcel #070-01005001—R-3 (Single-Family Residential) in unincorporated
Henry County.
 The Other Three Parcels—RA (Residential-Agricultural) in unincorporated
Henry County.
Proposed Zoning: SR (Suburban Residential) within the City.
Surrounding Zoning: ~ North—RA (Residential-Agricultural) in unincorporated Henry County.
~ South—PUD (Planned Unit Development) in the City and RA (Residential-
Agricultural) in unincorporated Henry County.
~ Southwest – MFR (Multiple Family Residential) in the City.
~ East— R-2 (Single-Family Residential) and RA (Residential-Agricultural) in
unincorporated Henry County.
~ West—R-3 (Single-Family Residential) and RM (Residential-
Multifamily) in unincorporated Henry County.
Existing Future Land Use Designation: ‘Medium-Density Suburban’ in unincorporated Henry County.
Proposed Future Land Use Designation: Low-Density Residential within the City.
Property Conditions  941 Brannan Road (Parcel #088-02055000) – Has a single-family
detached dwelling.
 The Other Three Parcels—Are vacant, partially wooded, and feature the
presence of Wolfe Creek plus a significant amount of floodplain areas. A
small cemetery is also present.
SURROUNDING CITY ZONING
(Subject property is shown with a star.)

KEY:

Gold—SR (Suburban Residential)
Brown--MFR (Multiple Family Residential)
Light Blue—Office-Institutional
Teal—PUD (Planned Unit Development)
White—Unincorporated Henry County
SURROUNDING CITY LAND USE DESIGNATIONS
(The subject property is shown with a star.)

KEY:

Beige—Low-Density Residential
Orange—High-Density Residential
Pink—Low-Density Mixed-Use
White—Outside of the Stockbridge City Limits
PROPOSED DEVELOPMENT—Slide #1
A. Project Type and Size:
1. Total Units -- 161 single-family detached residential dwellings.
2. Gross Density -- 1.19 units per acre and a net density of 1.96 units per acre.
3. Total Acreage -- 134.91 +/- acres, with the proposed development to comprise 63.95 +/- acres (53
percent) and the remaining 70.96 +/- acres remain as open space.
4. Lot Sizes -- Larger lots fronting on Brannan Road would have 17,000 square feet, and the
remaining lots would have 12,000 square feet (which meets the minimum lot size requirement in
the SR district).
5. Variance Request -- The applicant has requested a variance via Variance Case #VR-2023-03 to
allow the reduction in the front yard setbacks from the required 50 feet to 30 feet.
B. Site Plan Design:
1. Site Plan Title -- “Conceptual Plan, SR Zoning; Brannan Road”, which was prepared by Falcon
Design Consultants, dated 01/29/22, and representing Sheet #1.0.
2. Site Access – There would be two accesses off Brannan Road. The northern access would align
with Radcliffe Drive to the east, and the southern access would be located a few blocks north of
Wylde Woode Drive.
3. Amenities -- An “amenity area” would be located near the northern access, and an 8-foot-wide
multi-use trail would surround the property, made with mulch. No other amenities are shown on
the site plan.
CONCEPTUAL SITE PLAN
PROPOSED DEVELOPMENT—Slide #2
C. Parking:
1. Parking Requirements -- For 161 total single-family detached units, 6 parking spaces are
required for an adult swimming pool, and 15 parking spaces are required for every 15 units
beyond 60 units. This means that 13 total parking spaces would be required, including 6 pool
spaces plus 7 guest spaces.
2. Parking Provision -- A total of 22 parking spaces would be provided at the clubhouse, which
would exceed the parking requirement.
D. Environmental Considerations:
1. Wetlands Areas -- The western side of the site features Wolfe Creek and a large flood hazard
area.
2. Detention Ponds – Two would be provided.
3. Buffering -- A 50-foot-wide buffer would be located along the northern and eastern property
lines, and 25-foot-wide buffer would be located along the western and southern boundary
lines. The latter would meet the requirement for buffering adjacent to other residential areas.
E. Residential Units:
1. Home Sizes – Minimum of 3,020 square feet, with two or three stories and two-car garages.
2. Facades -- They would be either all-brick or at least have brick on the first floor.
3. Floor Plans -- Ten different residential floor plans would be offered, at prices ranging from
$551,990 to $656,990.
DETAILED SITE PLAN, ENLARGED
LAND USE SUMMARY FROM SITE PLAN
PROPOSED LOT CONFIGURATIONS – Slide #1
The table below summarizes the applicant’s proposed lot configurations, and the diagrams
which follow were derived from the applicant’s site plan.
Larger Lots –These lots would have at least 17,000 square feet and would have frontage on
Brannan Road, with a width of 95 feet and a depth of 180 feet.
Smaller Lots – These lots would have at least 12,000 square feet and would be internal lots,
with lot widths of 75 feet and lot depths of 160 feet.
All Lots – Every lot would have a front yard setbacks of 30 feet if the requested variance is
approved. These data are portrayed in the table below.

TABLE OF PROPOSED LOT CONFIGURATIONS

LOT TYPE LOT SIZE LOCATION LOT WIDTH LOT DEPTH
Larger At least 17,000 Frontage on
Lots square feet Brannan Road 95 feet 180 feet
Smaller At least 12,000
Lots square feet Internal Lots 75 feet 160 feet
PROPOSED LOT CONFIGURATIONS – Slide #2

SR (SUBURBAN RESIDENTIAL) DISTRICT
REQUIREMENTS:

Front Yards – 50 feet (Applicant requests to reduce
this to 30 feet.)
Side Yards – 10 feet
Rear Yards – 20 feet
ANALYSIS OF REQUEST – Slide #1
Variance Request -- The applicant, D.R. Horton, requests that a variance be granted
via VR-2023-03 to allow for the reduction of the front yard setbacks within the
proposed single-family detached subdivision from the required 50 feet in the SR
(Suburban Residential) District to 30 feet.

Basis of Analysis -- Section 10.1.2 of the Stockbridge Unified Development Code
(UDC) states that a variance may only be granted upon finding that all of the
conditions which are listed below would be met.
A.Extraordinary and exceptional circumstances pertaining to the particular piece
of property in question exist due its size, shape, or topography that are not
found on other properties in the same zoning district.
As the applicant’s Boundary Survey shows, a significant portion of the subject
property contains Wolfe Creek and its associated wetlands, as well as a flood
hazard zone.
ANALYSIS OF REQUEST – Slide #2
B. A literal interpretation of the provisions of this Unified Development Code would deprive
the applicant of rights commonly enjoyed by owners of other properties located in the same
zoning district.
The existing environmentally-sensitive areas of the property are not suitable for development,
which greatly reduces the amount of remaining land area for the proposed development.
C. Granting the variance requested will not confer upon the property owner any special
privileges that are denied to other owners of property in the same zoning district.
The applicant’s requested variance is reasonable in view of the environmental limitations of
the subject property, and the Planning and Zoning Staff is not aware of any special privileges
which have been denied to other owners of property in the same zoning district.
D. The variance will be consistent with the purposes and intent of this Unified Development
Code, will be compatible with uses on neighboring properties, and will serve the public
welfare.
The requested variance would be consistent with the stated purposes and intent of the UDC; it
is not expected to have an adverse impacts on neighboring properties; and it would serve the
public welfare by allowing the reasonable development of a property which has environmental
limitations.
ANALYSIS OF REQUEST – Slide #3
E. The extraordinary circumstances are not the result of actions of the applicant.
The presence of the property’s sensitive areas are an act of nature, not the applicant.
F. The variance is the minimum relief that will allow the legal use of the land, building or
structure.
Granting the applicant’s requested variance would allow the applicant to utilize a greater portion
of the remaining buildable area of the subject property.
G. The variance is not a request to permit a use of land, buildings or structures that is
prohibited in the same zoning district.
The proposed single-family detached subdivision would be permitted within the applicant’s
requested zoning of the property to ‘SR’ (Single-Family Residential) even if the requested
variance is not granted.
STAFF CONCLUSION AND RECOMMENDATIONS
STAFF CONCLUSION -- As a result of the foregoing analysis, the Planning and Zoning Staff
concludes that the applicant’s request for a variance, via VR-2023-03, to reduce the front yard
setbacks from the required 50 feet to 30 feet within the ‘SR’ (Suburban Residential) District,
is reasonable and should be granted.

STAFF RECOMMENDATIONS -- In view of the aforementioned positive conclusion, the
Planning and Zoning Staff recommends APPROVAL WITH CONDITIONS for this case. The
granting of the applicant’s requested variance for the subject property on Brannan Road via
VR-2023-03 should only be made with the following condition:
1. Site Plan – The proposed subdivision shall be constructed according to a design which
is similar to the one that is shown on the applicant’s submitted site plan, entitled
“Conceptual Plan, SR Zoning; Brannan Road”, which was prepared by Falcon Design
Consultants, dated 01/29/22, and representing Sheet #1.0.”
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025021 Class C Owner U S ENTERPRISES Land $253500
Property Acreage 1.164 Address INC Value:
Address 225 COREY Building $0 Last 2 Sales
District County/UnIncorp CENTER Value: Date Price Reason Qual
ATLANTA GA Misc $0 5/15/2017 $250,000 n/a Q
30312 Value: 5/13/2017 $250,000 QUITCLAIM U
Total $253500
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025024 Class C Owner HABARRI INC Land $763800
Property PATRICK HENRY Acreage 4.02 Address 2749 OAK GLEN Value:
Address PKWY MANOR RD Building $0 Last 2 Sales
District County/UnIncorp DECATUR GA Value: Date Price Reason Qual
30033 Misc $0 10/28/2020 $0 CORPORATE U
Value: 11/17/2005 $904,500 n/a Q
Total $763800
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

574 ft

Parcel ID 052-01025027 Class C Owner SHAMA Land $2.1723e+006
Property PATRICK HENRY Acreage 11.86 Address HOSPITALITY INC Value:
Last 2 Sales
Address PKWY & Building $0
Date Price Reason Qual
District County/UnIncorp HENRY PKWY Value:
D UND
PARTNERS LLC Misc $0 3/2/2010 $0 U
POWR
2529 GREY MOSS Value:
11/30/2007 $4,609,600 n/a Q
CT Total $2172300
DULUTH GA 30097 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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025028 Class C Owner SHAMA Land $662340
Property PATRICK HENRY Acreage 4.27 Address HOSPITALITY INC & Value:
Last 2 Sales
Address PKWY HENRY PKWY Building $0
Date Price Reason Qual
District County/UnIncorp PARTNERS LLC Value:
D UND
2529 GREY MOSS CT Misc $0 3/2/2010 $0 U
POWR
DULUTH GA 30097 Value:
11/30/2007 $4,609,600 n/a Q
Total $662340
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
1105 W. Peachtree St. NE, Suite 1000
Atlanta, Georgia 30309-9813
Tel: 404 815-3500
www.sgrlaw.com

J. Alexander Brock
Direct Tel: 404-815-3603
Direct Fax: 404-685-6903
jabrock@sgrlaw.com October 19, 2023

Ryan Anderson
Interim Director, Chief Planner
Department of Community Development
City of Stockbridge
4602 North Henry Boulevard
Stockbridge, GA 30281

Re: Annexation Request

Dear Interim Director Anderson:

Please find enclosed a 60 Percent Method of Annexation Petition requesting the
annexation of the following properties into the City of Stockbridge, Georgia in accordance with
O.C.G.A § 36-36-32:

• Unaddressed Patrick Henry Parkway (Parcel ID No: 052-01025024);
• Unaddressed Patrick Henry Parkway (Parcel ID No: 052-01025027);
• Unaddressed Patrick Henry Parkway (Parcel ID No: 052-01025028); and
• Unaddressed (Parcel ID No: 052-01025021);

The four parcels total ±20.90 acres of land and are located in Land Lot 46, 6th District
of Henry County. We have attached to this application the property owners’ signed
authorizations as well as a legal description and survey of the property to be annexed for Parcels
052-01025024, 052-01025027, and 052-01025028. The authorizations of these property owners
represent over 60% of the property area to be annexed. ] The owner authorization for Parcel
052-01025021 is not included with this petition, however the property is requested to be
annexed into the City of Stockbridge to avoid creating an unincorporated island pursuant to
O.C.G.A. § 36-36-4.

The Applicant does not believe that any electors reside on either of the four parcels. Georgia law does not require
60% of electors to authorize a petition in this instance. Nishey Lake Water Works, Inc. v. Garner, 228 Ga. 864
(1972)
October 19, 2023
Page 2

Concurrent with the annexation petition, the Applicant is also filing requests to: (a)
rezone the three of the parcels, totaling ±19.7431-acres (Parcel IDs 052-01025028, 052-
01025024, and 052-01025027) from their current Henry County zoning designation, General
Commercial District (C-2), to the Stockbridge designation of Planned Unit Development
District (PUD) and Parkway Mixed Use Overlay District (PMU Overlay); (b) amend the Future
Land Use Map designation for the same three parcels from Mixed Use (Henry County) to
Medium Density Vertical Mixed Use (MDMU) under the City of Stockbridge’s Comprehensive
Plan; and (c) seek three (3) concurrent variances to the City of Stockbridge’s Unified
Development Code. The fourth parcel (052-01025021) is not controlled by the Applicant and
is not subject to its rezoning, land use and variance requests.

Thank you for your assistance with this matter. We will be happy to speak to you directly
about this petition and provide any additional information that you may require.

Sincerely,

J. Alexander Brock

JAB/rjc
#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Aerial Photo of #052-01025024, #052-01025027, and #052-
01025028

Presentation for AX-
2023-06
Presented To:
Planning Commission – December 21, 2023
Mayor and Council – January 8, 2023
Project Information
• Applicant: Waypoint Residential (c/o Dennis J. Webb, Jr. – Smith, Gambrell,
and Russel, LLP)
• Owner: #052-01025024: Habarri, Inc.; #052-01025027 and #052-01025028:
Shama Hospitality Inc. & Henry Pkwy Partners, LLC, #052-01025021: US
Enterprises, Inc.
• Applicant’s Request: Consider a request for the annexation of properties
identified by Parcel IDs #052-01025024, #052-01025027, and #052-01025028,
located in unincorporated Henry County, into the Stockbridge City Limits.
• Address of Property: All four parcels are located on Patrick Henry Parkway
• Number of Acres: 20.90 +/- acres
• Current Use: Vacant with cemetery in Northwest portion
• Current County Zoning: C2 (General Commercial)
• County Land Use Designation: MX (Mixed-Use)
ADJACENT PROPERTY ZONING

Location Adjacent Property Zoning
C2 – General Commercial (City of Stockbridge), PUD –
Properties to the North
Planned Unit Development (City of Stockbridge)

Properties to the South RR – Rural Residential (City of Stockbridge)

OI – Office Institutional (Henry County), PD – Planned
Properties to the East
Development (Henry County)

Properties to the West RR – Rural Residential (City of Stockbridge)
SURROUNDING
FUTURE LAND USE DESIGNATIONS
Existing
Location Existing Land Use
Future Land Use Designation
Vacant Mixed Use (Henry County)
Property to the
Childcare Agency Mixed Use (Henry County)
North
Georgia Power Mixed Use (Henry County)
Property to the Rural Residential (City of
Vacant
South Stockbridge)

Mixed Use (Henry County)
Dermatology and Law Offices
Property to the East Medium Density Residential (Henry
Eagles Landing Subdivision
County)

Property to the Rural Residential (City of
Vacant
West Stockbridge)
Project Information
• The applicant proposes to build a mixed-use development with 325
residential units, 9,000 square feet of space that will be used for both the
club area and leasing office, and 5,000 square feet of ground floor retail.
• The development will include seven buildings, four of which would be
three stories in height, and the remaining three floors with a basement
level.
• The development would include numerous amenities, such as a pool,
courtyard, grill areas, and a dog walk area. Adequate parking would be
provided in the form of 683 surface spaces and 42 garage spaces.
Section 9.8 of the Unified Development Code
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)

1. Is the subject property contiguous to the existing corporate limits with at least one-eighth of the aggregate
external boundaries coinciding? Contiguous means- abuts the municipal limits, or is separated by a street,
river or railroad-type of right-of-way, or city land, or land owned by some other political subdivision, or
lands, or lands owned by the state? Yes, the subject is contiguous with the following parcels that are located
within the City limits of Stockbridge: #052-01022000 (25 Holloway Road) to the South and #052-01002001 to
the West.
2. Describe what method (100%, 60% or Referendum and Resolution) the applicant is utilizing for the
proposed annexation. The 60% method would be used for the proposed annexation.
3. Is any part of the subject property being proposed for annexation is within the boundary of another
municipal corporation or county? Yes, the subject property is located within the boundary of Henry County.
4. Is any part of the subject property receiving municipal services from any entity other than the city
proposing annexation? Yes, the subject property is receiving municipal services from Henry County. The
following entities include Henry County Water Authority, Henry County Fire and EMS, Henry County Police
Department, and the Georgia Power Company.
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)

5. Is the subject property for the proposed annexation being developed for urban purposes-
defined as a minimum of two people per acre? Yes, the applicant proposes to build a mixed-use
development with 325 residential units, 9,000 square feet of space that will be used for both the
club area and leasing office, and 5,000 square feet of ground floor retail. The development would
include numerous amenities, such as a pool, courtyard, grill areas, and a dog walk area. The
development will provide adequate parking in the form of 683 surface spaces and 42 garage spaces
6. Is the proposed annexation consistent with the Comprehensive Plan? No, the subject property
has a Henry County Future Land Use designation of MX (Mixed-Use). The applicant has submitted a
Comprehensive Plan Amendment (CP-2023-07) to assign the future land use designation of
Medium Density Vertical Mixed Use.
7. Does the proposed annexed property share a common zoning classification with the adjoining
City property as ascribed in Section 9.8 of the Unified Development Code? No, the applicant has
submitted a rezoning application (RZ-2023-08) to assign the zoning district of ‘PUD’ (Planned Unit
Development).
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)
8. Potential positive effects of the proposed annexation on the character of the proposed zoning
district, a particular piece of property, neighborhood, a particular area, or community. The
addition of the mixed-use development will provide additional economic growth to the surrounding
area via a proposed retail area. The retail uses would provide additional job opportunities to the
residents in the vicinity of the area. The development provides an alternative type of housing for any
upcoming residents of the area, including young professionals.
9. 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 appears to
be physically capable of being developed. Any issue regarding buffering, topography, drainage,
access, size, and shape of the property will be discussed during the plan review process.
10. The impact upon adjacent property owners should the request be granted: The area within the
vicinity of the subject property consists of existing similar developments such as the Oaks at Eagle’s
Landing Retirement Community which is located north of the subject property. Therefore, the
proposed mixed-use development should not have any negative impact on adjacent property
owners. In addition, a Trip Generation Memorandum, prepared by Kimley-Horn Associates on
September 28, 2023 found that the proposed development will result in a dramatic decrease in the
amount of traffic over what would be generated by a development under the current Henry County
C-2 district.
Staff Analysis
(Section 9.8 of the Stockbridge Unified Development Code)

11. The potential impact of the annexation on City infrastructure including water and sewage system: A
letter from the Henry County Water Authority, dated October 17, 2023, states that water service can be
made available to the subject property. However, a water line extension is required at the developer’s
expense. The letter also states that sewer treatment and sewer line capacity are available for the subject
property.
12. The impact of the proposed annexation on adjacent thoroughfares and pedestrian and vehicular
circulation and traffic volumes: A Trip Generation Memorandum (“Trip Gen Memo”), completed by
Kimley-Horn Associates on September 28, 2023, was submitted by the applicant. The findings suggest that
this proposed Mixed-Use Development will not have a negative impact on the existing roadways.
According to the Trip Gen Memo, the Proposed Development is expected to generate ±149 trips during
the AM weekday peak hour, ±175 trips during the PM weekday peak hour, and ±1,940 total trips on a
weekday. It is important to note that the Proposed Development will result in a dramatic decrease in the
amount of traffic over what would be generated by a development under the current Henry County C-2
district.
Staff Recommendation
• This Staff Report has demonstrated that the requested annexation via AX-
2023-06 would be necessary and desirable for the City of Stockbridge in
conjunction with the requested Comprehensive Plan Amendment (CP-2023-
07) to assign the future land use designation of Mixed Use, the requested
variance VR-2023-04, and the requested rezoning of RZ-2023-08 to assign
the zoning district of ‘PUD’ (Planned Unit Development) and Parkway Mixed
Use Overlay District (PMU). Therefore, the Planning and Zoning staff
recommends APPROVAL.
TO: Planning Commission; Mayor/Council

FROM: Gordon Linton, Planner I

CC: R. Ryan Anderson, Interim Community Development Director; Chief Planner

DATE: December 21, 2023

Subject: #AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-
01025021

I. PURPOSE

Consider a request for the annexation of properties identified by Parcel IDs #052-01025024,
#052-01025027, #052-01025028 and #052-01025021, located in unincorporated Henry County,
into the Stockbridge City Limits. The property contains three parcels with 20.90+/- acres. The
applicant is Waypoint Residential (c/o Dennis J. Webb, Jr.).

II. Background

Proposed Development Mixed-use development consisting of multifamily
residential and retail
Site Address #052-01025024 (no address)
#052-01025027 (no address)
#052-01025028 (no address)
#052-01025021 (no address)
Parcel Identification #052-01025024 (no address)
#052-01025027 (no address)
#052-01025028 (no address)
#052-01025021 (no address)
Parcel Acreage 20.90 +/- acres

Applicant Waypoint Residential (c/o Dennis J. Webb, Jr. of
Smith, Gambrell, and Russel, LLP)
Owner #052-01025024: Habarri, Inc.
#052-01025027 and #052-01025028: Shama
Hospitality Inc. & Henry Pkwy Partners, LLC

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

#052-01025021: US Enterprises, Inc.

County Land Use Designation #052-01025024: MX (Mixed Use)
#052-01025027: MX (Mixed Use)
#052-01025028: MX (Mixed Use)
#052-01025021: MX (Mixed Use)
County Land Use Zoning #052-01025024: C2 (General Commercial)
#052-01025027: C2 (General Commercial)
#052-01025028: C2 (General Commercial)
#052-01025021: C2 (General Commercial)
Current Use Vacant with cemetery in Northwest portion

SURROUNDING ZONING

Location Adjacent Property Zoning

C2 – General Commercial (City of Stockbridge), PUD – Planned Unit
Properties to the North Development (City of Stockbridge)

RR – Rural Residential (City of Stockbridge)
Properties to the South

OI – Office Institutional (Henry County), PD – Planned Development
Properties to the East (Henry County)

RR – Rural Residential (City of Stockbridge)
Properties to the West

SURROUNDING FUTURE LAND USE DESIGNATIONS

Location Existing Land Use Existing Future Land Use
Designation
Vacant
Mixed Use (Henry County)
Property to the North Bright Generations Childcare
Mixed Use (Henry County)
Center
Mixed Use (Henry County)
Georgia Power

Property to the South Vacant Rural Residential (City of Stockbridge)

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

Mixed Use (Henry County)
Dermatology and Law Offices
Property to the East Medium Density Residential (Henry
Eagles Landing Subdivision
County)

Property to the West Vacant Rural Residential (City of Stockbridge)

III. Findings of Fact:

1. The applicant has also applied for a Comprehensive Plan Amendment (CP-2023-07) to
assign the future land use designation of Medium Density Mixed Use.

2. The applicant has also applied for a Rezoning application (RZ-2023-07) to assign the
zoning district of ‘PUD’ (Planned Unit Development) and Parkway Mixed Use Overlay
District.

3. The applicant has also applied for Variance application (VR-2023-04). The purpose of
the variance request is to allow the reduction in the front yard setbacks from the required
50 feet to 35 feet.

4. The subject properties are currently zoned as C-2 (General Commercial) by the Henry
County Zoning Ordinance and are currently designated as MX (Mixed-Use) by the Henry
County Future Land Use Map.

5. The vicinity of the area is mostly residential and commercial with the following zoning
classifications: OI (Office Institutional) (Henry County), C-2 (General Commercial) (City
of Stockbridge), PD (Planned Development) (Henry County), and RR (Rural Residential)
(City of Stockbridge).

6. The surrounding land use designations are as follows: MX (Mixed Use) (Henry County),
MD (Medium Density) (Henry County), HDR (High Density Residential) (City of
Stockbridge), HDMU (High Density Mixed Use) (City of Stockbridge).

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

IV. Maps and Illustrations
Aerial Photo with Site Plan

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

Site Plan of #052-01025024, #052-01025027, and #052-01025028

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

V. Analysis

Description

The applicant, Waypoint Residential (c/o Dennis J. Webb, Jr. – Smith, Gambrell, and Russel, LLP)
requests the annexation of four properties identified by parcel IDs: #052-01025024, #052-
01025027, #052-01025028, and #052-01025021, in unincorporated Henry County.

The applicant proposes to build a mixed-use development with 325 residential units, 9,000 square
feet of space that will be used for both the club area and leasing office, and 5,000 square feet of
ground floor retail. The development would include seven buildings, four of which will be three
stories in height, and the remaining three floors with a basement level. The development would
include numerous amenities, such as a pool, courtyard, grill areas, and a dog walk area. The
development will provide adequate parking in the form of 683 surface spaces and 42 garage
spaces.
Staff Analysis

The applicant requests a petition for annexation under the City of Stockbridge Unified
Development Code Section (Sec. 9.8).
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.
1. Is the subject property contiguous to the existing corporate limits with at least one-
eighth of the aggregate external boundaries coinciding? Contiguous means- abuts
the municipal limits, or is separated by a street, river or railroad-type of right-of-way,
or city land, or land owned by some other political subdivision, or lands, or lands
owned by the state.

Yes, the subject is contiguous with the following parcels that are located within the City
limits of Stockbridge: #052-01022000 (25 Halloway Road) to the South and #052-
01002001 to the West.

2. Describe what method (100%, 60% or Referendum and Resolution) the applicant is
utilizing for the proposed annexation.

The 60% method would be used for the proposed annexation.

3. Is any part of the subject property being proposed for annexation within the
boundary of another municipal corporation or county?

Yes, the subject property is located within the boundary of Henry County.

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

4. Is any part of the subject property receiving municipal services from any entity other
than the city proposing annexation?

Yes, the subject property is receiving municipal services from Henry County. The following
entities include Henry County Water Authority, Henry County Fire and EMS, Henry County
Police Department, and the Georgia Power Company.

5. Is the subject property for the proposed annexation being developed for urban
purposes- defined as a minimum of two people per acre?

Yes, the applicant proposes to build a mixed-use development with 325 residential units,
9,000 square feet of space that will be used for both the club area and leasing office, and
5,000 square feet of ground floor retail. The development would include numerous
amenities, such as a pool, courtyard, grill areas, and a dog walk area. The development
will provide adequate parking in the form of 683 surface spaces and 42 garage spaces.

6. Is the proposed annexation consistent with the Comprehensive Plan?

No, the subject property has a Henry County Future Land Use designation of MX (Mixed-
Use). The applicant has submitted a Comprehensive Plan Amendment (CP-2023-07) to
assign the future land use designation of Medium Density Mixed Use.

7. Does the proposed annexed property share a common zoning classification with the
adjoining City property as ascribed in Section 9.8 of the Unified Development Code?

No, the applicant has submitted a rezoning application (RZ-2023-08) to assign the zoning
district of both ‘PUD’ (Planned Unit Development) and Parkway Mixed Use Overlay District.
8. Potential positive effects of the proposed annexation on the character of the
proposed zoning district, a particular piece of property, neighborhood, a particular
area, or community.

The addition of the mixed-use development will provide additional economic growth to the
surrounding area via a proposed retail area. The retail uses would provide additional job
opportunities to the residents in the vicinity of the area. The development provides an
alternative type of housing for any upcoming residents of the area, including young
professionals.
9. 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 appears to be physically capable of being developed. Any issue
regarding buffering, topography, drainage, access, size, and shape of the property will be
discussed during the plan review process.

#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

10. The impact upon adjacent property owners should the request be granted.

The area within the vicinity of the subject property consists of existing similar developments
such as the Oaks at Eagle’s Landing Retirement Community which is located north of the
subject property. Therefore, the proposed mixed-use development should not have any
negative impact on the adjacent property owners. In addition, a Trip Generation
Memorandum, prepared by Kimley-Horn Associates on September 28, 2023, found that
the proposed development will result in a dramatic decrease in the amount of traffic over
what would be generated by a development under the current Henry County C-2 district.

11. The potential impact of the annexation on City infrastructure including water and
sewage system.

A letter from the Henry County Water Authority, dated October 17, 2023, states that water
service can be made available to the subject property. However, a water line extension is
required at the developer’s expense. The letter also states that sewer treatment and sewer
line capacity are available for the subject property.

12. The impact of the proposed annexation on adjacent thoroughfares and pedestrian
and vehicular circulation and traffic volumes.

A Trip Generation Memorandum (“Trip Gen Memo”), completed by Kimley-Horn Associates
on September 28, 2023, was submitted by the applicant. The findings suggest that this
proposed Mixed-Use Development will not have a negative impact on the existing
roadways.

According to the Trip Gen Memo, the Proposed Development is expected to generate ±149
trips during the AM weekday peak hour, ±175 trips during the PM weekday peak hour, and
±1,940 total trips on a weekday. It is important to note that the Proposed Development will
result in a dramatic decrease in the amount of traffic over what would be generated by a
development under the current Henry County C-2 district.

VI. Staff Recommendation

This Staff Report has demonstrated that the requested annexation via AX-2023-06 would
be necessary and desirable for the City of Stockbridge in conjunction with the requested
Comprehensive Plan Amendment (CP-2023-07) to assign the future land use designation
of Medium Density Mixed Use, the requested variance VR-2023-04, and the requested
rezoning of RZ-2023-08 to assign the zoning district of ‘PUD’ (Planned Unit Development)
and Parkway Mixed Use Overlay District (PMU). Therefore, the Planning and Zoning staff
recommends APPROVAL.

Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025021 Class C Owner U S ENTERPRISES Land $253500
Property Acreage 1.164 Address INC Value:
Address 225 COREY Building $0 Last 2 Sales
District County/UnIncorp CENTER Value: Date Price Reason Qual
ATLANTA GA Misc $0 5/15/2017 $250,000 n/a Q
30312 Value: 5/13/2017 $250,000 QUITCLAIM U
Total $253500
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025024 Class C Owner HABARRI INC Land $763800
Property PATRICK HENRY Acreage 4.02 Address 2749 OAK GLEN Value:
Address PKWY MANOR RD Building $0 Last 2 Sales
District County/UnIncorp DECATUR GA Value: Date Price Reason Qual
30033 Misc $0 10/28/2020 $0 CORPORATE U
Value: 11/17/2005 $904,500 n/a Q
Total $763800
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

574 ft

Parcel ID 052-01025027 Class C Owner SHAMA Land $2.1723e+006
Property PATRICK HENRY Acreage 11.86 Address HOSPITALITY INC Value:
Last 2 Sales
Address PKWY & Building $0
Date Price Reason Qual
District County/UnIncorp HENRY PKWY Value:
D UND
PARTNERS LLC Misc $0 3/2/2010 $0 U
POWR
2529 GREY MOSS Value:
11/30/2007 $4,609,600 n/a Q
CT Total $2172300
DULUTH GA 30097 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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025028 Class C Owner SHAMA Land $662340
Property PATRICK HENRY Acreage 4.27 Address HOSPITALITY INC & Value:
Last 2 Sales
Address PKWY HENRY PKWY Building $0
Date Price Reason Qual
District County/UnIncorp PARTNERS LLC Value:
D UND
2529 GREY MOSS CT Misc $0 3/2/2010 $0 U
POWR
DULUTH GA 30097 Value:
11/30/2007 $4,609,600 n/a Q
Total $662340
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Aerial Photo of #052-01025024, #052-01025027, and #052-
01025028

Presentation
for CP-2023-
07
Presented To:
Planning Commission – December 21,
2023
Mayor and Council – January 8, 2023
Case Facts
• Applicant: Waypoint Residential (c/o Dennis J. Webb, Jr. – Smith, Gambrell, and Russel, LLP)
• Owner: #052-01025024: Habarri, Inc.; #052-01025027 and #052-01025028: Shama Hospitality Inc. & Henry
Pkwy Partners, LLC
• Applicant’s Request: assign the future land use designation of ‘Medium Density Mixed Use’ to allow for the
construction of a mixed-use development.
• Number of Proposed Units Per Acre: 16.4 units per acre
• Address of Property: #052-01025024, #052-01025027, and #052-01025028
• Number of Acres: 20.90 +/- acres
• Project Characteristics: Vacant with cemetery in Northwest portion
• County Land Use Designation: Mixed Use (MX)
• County Land Use Zoning : C2 (General Commercial)
• Sign Posting: December 6, 2023
City of Stockbridge Comprehensive Plan
(2018-2038)
SURROUNDING LAND USE DESIGNATION

Location Existing Land Use Existing Future Land Use Designation

Vacant Land Mixed Use (Henry County)
Property to the North Childcare agency Mixed Use (Henry County)
Georgia Power Mixed Use (Henry County)

Property to the South Vacant Rural Residential (City of Stockbridge)

Mixed Use (Henry County)
Dermatology and Law Offices
Property to the East Medium Density Residential (Henry
Eagles Landing Subdivision
County)

Property to the West Vacant Rural Residential (City of Stockbridge)
SURROUNDING LAND USE DENSITIES
Name of Subdivision Units Estimate Density Per Acres
Argento at the Bridges 306 20 units per acre

Waypoint 324 16.4 units per acre

Thompson Thrift Multifamily 214 10 units per acre

Townhomes (Bridges of Jodeco) 140 9 units per acre
• The applicant proposes to build a mixed-use development
with 325 residential units, 9,000 square feet of space that
will be used for both the club area and leasing office, and
5,000 square feet of ground floor retail.
• The development will include seven buildings, four of
Project which would be three stories in height, and the remaining
three floors with a basement level.
Information • The development would include numerous amenities,
such as a pool, courtyard, grill areas, and a dog walk area.
Adequate parking would be provided in the form of 683
surface spaces and 42 garage spaces.
Provide a mixture of housing
Community Goals options to attract young
Staff Analysis and Policies professionals, singles, and small
(Section 9.2.7 of The Unified families. (Housing Policy)
Development Code) (pg. 42-44)
Encourage mixed-use
1. Consistency with the Comprehensive
development to promote a live,
Plan: The request to assign the Future work, play concept.
Land Use designation of Medium-
Density Mixed-Use is necessary Supporting increases in density
because the PUD zoning district is where community design
compatible with all the Land Use
Designations in the city, which includes standards, environmental
the proposed Medium-Density Mixed- constraints, and available
Use designation. In addition, the infrastructure capacities can
proposed mixed-use development is
consistent with the policy goals that are accommodate the increased
found in the current City of Stockbridge density.
Comprehensive Plan that are found on
pages 42 through 44. Create a sense of place for the
community.
Staff Analysis (cont.)
2. Relation to the Zoning of the Property: The applicant’s request of assigning the subject property PUD (Planned Unit
Development) is compatible with the other surrounding land use designations that are adjacent to the subject
property, which includes the following: Oaks at Eagle’s Landing Senior Retirement Community Agency at 2700 Patrick
Henry Parkway (MDR), Bright Generations Henry County Child Care Agency at 2480 Patrick Henry Parkway (MX), and
the Piedmont Encompass Health Facility at 2200 Patrick Henry Parkway (HD). Page 45 of the 2024 Comprehensive Plan
identifies the PUD zoning district as being compatible with all the Future Land Use designations, including the request
designation of Medium Density Residential. To allow for the proposed zoning, the applicant has requested the
rezoning of the property to assign the PUD zoning district to allow the proposed mixed-use development to be built.
3. Suitability of the Site’s Location: The applicant is proposing a mixed-use development with 325 residential units,
9,000 square feet of space for the club area and leasing office, 5,000 square feet of ground floor retail, 683 surface
parking spaces, and 42 garage spaces. The surrounding area includes similar existing mixed-use developments, office
buildings, and medical clinics. The proposed development will add to the mix of uses in the area and provide modern
residential options. The mixed-use developments nearby have a land use density range of 9 units per acre
(Townhomes Bridges of Jodeco) to 20 units per acre (Argento at Bridges of Jodeco). The requested 16.4 units per acre
by the applicant is therefore consistent with the surrounding land use densities.
4. Maintaining the Current Land Use Designation: The proximity of existing mixed-use developments, office buildings,
and subdivisions make the requested Medium Density Mixed Use Future Land Use Designation an appropriate future
land use for the subject property. The location of the proposed mixed-use development along Patrick Henry Parkway,
which is a major arterial road, makes it more suitable for a mixed-use development.
Recommendation

• This Staff Report has demonstrated that the requested Comprehensive Plan
Amendment via CP-2023-07 would be necessary and desirable for the subject
property in conjunction with the requested annexation of the property via AX-
2023-06, the requested variance VR-2023-04, and the requested rezoning of
RZ-2023-08 to assign the zoning district of ‘PUD’ (Planned Unit Development)
and Parkway Mixed Use Overlay District (PMU). Therefore, the Planning and
Zoning staff recommends APPROVAL.
TO: Planning Commission; Mayor/Council

FROM: Gordon Linton, Planner I

CC: R. Ryan Anderson, Interim Community Development Director; Chief Planner

DATE: December 21, 2023

Subject: #CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

I. PURPOSE

Consider a Comprehensive Plan Amendment application by Waypoint Residential (c/o
Dennis J. Webb, Jr. of Smith, Gambrell, and Russel, LLP) to assign the future land use
designation of ‘Medium Density Mixed Use’ to the properties identified by Parcel IDs:
#052-01025024, #052-01025027, and #052-01025028, located in unincorporated Henry
County after the parcels are annexed into the Stockbridge City Limits. The property
contains three parcels with 19.7431+/- total acres. The purpose of this request is to allow
for the construction of a mixed-use development.

II. Background

Proposed Development Mixed-use development consisting of multifamily
residential and retail
Site Address #052-01025024 (no address)
#052-01025027 (no address)
#052-01025028 (no address)
Parcel Identification #052-01025024 (no address)
#052-01025027 (no address)
#052-01025028 (no address)
Parcel Acreage
19.7431 +/- acres
Applicant Waypoint Residential (c/o Dennis J. Webb, Jr. of
Smith, Gambrell, and Russel, LLP)
Owner #052-01025024: Habarri, Inc.

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

#052-01025027: Shama Hospitality Inc. & Henry
Pkwy Partners, LLC
#052-01025028: Shama Hospitality Inc. & Henry
Pkwy Partners, LLC
County Land Use Designation #052-01025024: MX (Mixed Use)
#052-01025027: MX (Mixed Use)
#052-01025028: MX (Mixed Use)
County Land Use Zoning #052-01025024: C2 (General Commercial)
#052-01025027: C2 (General Commercial)
#052-01025028: C2 (General Commercial)
Number of Proposed Units Per Acre
16.4 units per acre

Current Use Vacant with cemetery in Northwest portion

SURROUNDING LAND USE DESIGNATION

Existing Future Land Use
Location Existing Land Use
Designation
Vacant
Mixed Use (Henry County)
Bright Generations Childcare
Property to the North Mixed Use (Henry County)
agency
Mixed Use (Henry County)
Georgia Power
Rural Residential (City of
Property to the South Vacant
Stockbridge)
Mixed Use (Henry County)
Dermatology and Law Offices
Property to the East Medium Density Residential (Henry
Eagles Landing Subdivision
County)
Rural Residential (City of
Property to the West Vacant
Stockbridge)

SURROUNDING LAND USE DENSITIES

Estimate Density Per
Name of Subdivision/Development Units
Acres

Argento at Bridges of Jodeco 306 20 units per acre

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Waypoint 324 16.4 units per acre

Thomas Thrift Multifamily 214 10 units per acre

Townhomes Bridges of Jodeco 140 9 units per acre

III. Findings of Fact

1. The applicant has also applied for a Annexation (AX-2023-06) for all subject properties
to be added into the city limits.

2. The applicant has also applied for a Rezoning application (RZ-2023-07) to assign the
zoning district of ‘PUD’ (Planned Unit Development) and Parkway Mixed Use Overlay
District (PMU).

3. The applicant has also applied for Variance application (VR-2023-04). The purpose of
the variance request is to allow the reduction in the front yard setbacks from the required
50 feet to 35 feet.

4. The subject properties are currently zoned as C-2 (General Commercial) by the Henry
County Zoning Ordinance and are currently designated as MX (Mixed-Use) by the Henry
County Future Land Use Map.

5. The vicinity of the area is mostly residential and commercial with the following zoning
classifications: OI (Office Institutional) (Henry County), C-2 (General Commercial) (City
of Stockbridge), PD (Planned Development (Henry County), RR (Rural Residential) (City
of Stockbridge).

6. The surrounding land use designations are as follows: MX (Mixed Use) (Henry County),
MD (Medium Density) (Henry County), HDR (High Density Residential) (City of
Stockbridge), HDMU (High Density Mixed Use) (City of Stockbridge).

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

IV. Maps and Illustrations

Aerial Photo with Site Plan

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Aerial Photo of #052-01025024, #052-01025027, and #052-
01025028

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Site Plan of #052-01025024, #052-01025027, and #052-01025028

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

V. Analysis

Project Description

The applicant has requested a Comprehensive Plan Amendment to assign the City Future
Land Use Designation of Medium-Density Mixed-Use to allow for a mixed-use
development with 325 residential units, 9,000 square feet of space for the club area and
leasing office, 5,000 square feet of ground floor retail, 683 surface parking spaces, and
42 garage spaces. The development will include seven buildings, four of which will be
three stories in height, and the remaining three floors with a basement level. Additionally,
the development will include numerous amenities such as, pool, courtyard, grill areas,
and a dog walk area.

The Henry County Future Land Use Map currently designates the property as MX (Mixed
Use). However, if the proposed annexation (AX-2023-06) is approved by the City, the
property would be assigned the City future land use designation of Medium-Density
Mixed-Use.

The subject property is currently zoned as C-2 (General Commercial) by the Henry
County Zoning Ordinance. However, if the proposed annexation is approved by the city,
it will be assigned to the PUD (Planned Unit Development) zoning district and Parkway
Mixed Use Overlay District. Page 45 of the City of Stockbridge 2024 Comprehensive Plan
states the PUD (Planned Unit Development) zoning district is compatible with all the
Future Land Use Designations which includes the proposed Medium-Density Mixed-Use
designation.

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.

The request to assign the Future Land Use designation of Medium-Density Mixed-Use is
necessary because the PUD zoning district is compatible with all the Land Use
Designations in the city, which includes the proposed Medium-Density Mixed-Use
designation. In addition, the proposed mixed-use development is consistent with the policy
goals that are found in the current City of Stockbridge Comprehensive Plan that are found
on pages 42 through 44.

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Provide a mixture of housing options to attract young professionals,
singles, and small families. (Housing Policy)
Community
Goals and
Policies Encourage mixed-use development to promote a live, work, play
concept.
(pg. 42-44)

Supporting increases in density where community design standards,
environmental constraints, and available infrastructure capacities can
accommodate the increased density.

Create a sense of place for the community.

2. Relation to the Zoning of the Property.

The applicant’s request of assigning the subject property PUD (Planned Unit
Development) is compatible with the other surrounding land use designations that are
adjacent to the subject property, which include the following: Oaks at Eagle’s Landing
Senior Retirement Community Agency at 2700 Patrick Henry Parkway (MDR), Bright
Generations Henry County Childcare Agency at 2480 Patrick Henry Parkway (MX), and
the Piedmont Encompass Health Facility at 2200 Patrick Henry Parkway (HD). Page 45 of
the 2024 Comprehensive Plan identifies the PUD zoning district as being compatible with
all the Future Land Use designations, including the requested designation of Medium
Density Mixed Use. To allow for the proposed zoning, the applicant has requested the
rezoning of the property to assign the PUD zoning district to allow the proposed mixed-
use development to be built.

3. Suitability of the Site’s Location.

The applicant is proposing a mixed-use development with 325 residential units, 9,000
square feet of space for the club area and leasing office, 5,000 square feet of ground floor
retail, 683 surface parking spaces, and 42 garage spaces. The surrounding area includes
similar existing mixed-use developments, office buildings, and medical clinics. The
proposed development will add to the mix of uses in the area and provide modern
residential options.

The mixed-use developments nearby have a land use density range of 9 units per acre
(Townhomes Bridges of Jodeco) to 20 units per acre (Argento at Bridges of Jodeco). The
requested 16.4 units per acre by the applicant is therefore consistent with the surrounding
land use densities.

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

4. Maintaining the Current Land Use Designation.

The proximity of existing mixed-use developments, office buildings, and subdivisions make
the requested Medium Density Mixed Use Future Land Use Designation an appropriate
future land use for the subject property. The location of the proposed mixed-use
development along Patrick Henry Parkway, which is a major arterial road, makes it more
suitable for a mixed-use development.

VI. STAFF RECOMMENDATION

• This Staff Report has demonstrated that the requested Comprehensive Plan
Amendment via CP-2023-07 would be necessary and desirable for the subject
property in conjunction with the requested annexation of the property via AX-2023-06,
the requested variance VR-2023-04, and the requested rezoning of RZ-2023-08 to
assign the zoning district of ‘PUD’ (Planned Unit Development) and Parkway Mixed
Use Overlay District (PMU). Therefore, the Planning and Zoning staff recommends
APPROVAL.

10
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025021 Class C Owner U S ENTERPRISES Land $253500
Property Acreage 1.164 Address INC Value:
Address 225 COREY Building $0 Last 2 Sales
District County/UnIncorp CENTER Value: Date Price Reason Qual
ATLANTA GA Misc $0 5/15/2017 $250,000 n/a Q
30312 Value: 5/13/2017 $250,000 QUITCLAIM U
Total $253500
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025024 Class C Owner HABARRI INC Land $763800
Property PATRICK HENRY Acreage 4.02 Address 2749 OAK GLEN Value:
Address PKWY MANOR RD Building $0 Last 2 Sales
District County/UnIncorp DECATUR GA Value: Date Price Reason Qual
30033 Misc $0 10/28/2020 $0 CORPORATE U
Value: 11/17/2005 $904,500 n/a Q
Total $763800
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

574 ft

Parcel ID 052-01025027 Class C Owner SHAMA Land $2.1723e+006
Property PATRICK HENRY Acreage 11.86 Address HOSPITALITY INC Value:
Last 2 Sales
Address PKWY & Building $0
Date Price Reason Qual
District County/UnIncorp HENRY PKWY Value:
D UND
PARTNERS LLC Misc $0 3/2/2010 $0 U
POWR
2529 GREY MOSS Value:
11/30/2007 $4,609,600 n/a Q
CT Total $2172300
DULUTH GA 30097 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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025028 Class C Owner SHAMA Land $662340
Property PATRICK HENRY Acreage 4.27 Address HOSPITALITY INC & Value:
Last 2 Sales
Address PKWY HENRY PKWY Building $0
Date Price Reason Qual
District County/UnIncorp PARTNERS LLC Value:
D UND
2529 GREY MOSS CT Misc $0 3/2/2010 $0 U
POWR
DULUTH GA 30097 Value:
11/30/2007 $4,609,600 n/a Q
Total $662340
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Aerial Photo of #052-01025024, #052-01025027, and #052-
01025028

Presentation
for RZ-2023-
08
Presented To:
– Planning Commission – December 21,
2023
– Mayor and Council – January 8, 2024
Case Facts
• Applicant: Waypoint Residential
• Agent: Dennis J. Webb, Jr. of Smith, Gambrell, and Russel, LLP
• Owner: #052-01025024 - Habarri, Inc; #052-01025027 and #052-01025028 - Shama
Hospitality Inc. & Henry Pkwy Partners, LLC
• Applicant’s Request: assign the zoning district of ‘PUD’ (Planned Unit Development) to
allow for the purpose of developing a mixed-use development consisting of multifamily
residential and retail commercial uses
• Address of Property: Three parcels on Patrick Henry Parkway
• Number of Acres: 19.7431 +/- acres
• Project Characteristics: Vacant with cemetery in Northwest portion
• City Land Use Zoning: C-2 (General Commercial – Henry County)
• Sign Posting: December 6, 2023
• A review of zoning files indicates that the
subject property was rezoned from PD
Zoning (Planned Development) with an underlying
History zoning classification of R-2 to C-2 (General
Commercial) by the Henry County Board of
Commissioners with conditions.
Aerial
Photo
with Site
Plan
Site Plan
with
Parcels
Labeled
Site Visit on December 6, 2023
Parcel #052-
01025027
Bright
Generations
Henry County
Site Visit on December 6, 2023

Eagles Landing
Office Park

Parcel #052-
01025024
Site Visit on December 6, 2023

Parcel #052-
01025028

Georgia Power
• The applicant proposes to build a mixed-use
development with 324 multi-family residential
units with 9,000 square feet of space for both a
club area and a leasing office and 5,000 square
feet of retail space that will be located on the
ground floor. Of the 324 multi-family residential
Project units, 162 units will be one-bedroom units, 135
units will be two-bedroom units, and 27 will be
Information three-bedroom units. Construction is
anticipated to take place from August 2024 to
July 2026, with the first units being delivered in
October 2025. The development will provide
vehicular access to the site via two deceleration
lanes that will be located along Patrick Henry
Parkway.
• The proposed mixed-use development will have seven buildings
with floor having three stories in height while the remaining three
floors will have a basement level. Building 6, as shown on the site
plan, will include both the retail and other non-residential uses on
the ground floor with residential units located above.
• The proposed mixed-use development includes several amenities
Project that includes a pool, courtyards, grill areas, and a dog walk area. In
addition, the stormwater detention pond will be used as an
Information amenity area since it will add nature trails around the pond for the
residents to use. Lastly, the development will provide 691 parking

(cont.)
spaces and 42 garage spaces. Of the 691 parking spaces that will
be provided, 227 will be provided to the residents that are living in
the one-bedroom units, 270 parking spaces will be provided to the
residents that are living in the two-bedroom units, and 54 units
will be provided to the residents that are living in the three-
bedroom units. The applicant would exceed the total 558 parking
by providing the 691 total parking spaces.
Site Plan
Staff Analysis
1. Consistency with the Comprehensive Plan: The subject property is currently located in Henry County and is not
currently consistent with the current Future Land Use Map of the city of Stockbridge. However, if the proposed
development is annexed into the City limits, it will be assigned the future land use designation of Medium-
Density Mixed Use. The proposed mixed-use designation meets the overall characterization of the Medium-
Density Mixed Use, which states that it is characterized by “mixed-use developments incorporated mostly
commercial uses with some smaller office tenants and medium density residential uses.” Furthermore, the
applicant proposes to build three story buildings which meets the intent and purpose of the Medium-Density
Mixed Use designation, which states, “The area would allow for two to three story buildings, combining street
level commercial/retail/office uses with second and third stories accommodating office on
lofts/apartments/condominiums.” The proposed development is consistent with the policy and goals of the City
of Stockbridge 2024 Comprehensive Plan that are listed on pages 42 and 44: (1) Provide a mixture of housing
options to attract young professionals, singles, and small families, (2) Encourage mixed-use development to
promote a live, work, play concept, (3) Supporting increases in density where community design standards,
environmental constraints, and available infrastructure capacities can accommodate the increased density, and
(4) Create a sense of place for the community.

Page 45 of the 2024 Comprehensive Plan states the requested PUD (Planned Unit Development) is compatible
with all of the future land use designations, which includes the proposed Medium-Density Mixed Use
designation. In addition, the requested addition of the Parkway Mixed Overlay District is compatible with the
proposed Medium-Density Mixed Use future land use designation. The requested 16.4 units per acre by the
applicant is therefore consistent with the surrounding land use densities in the vicinity of the area.
Staff Analysis (cont.)
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
development of the site as a mixed-use development with retail and residential meets the purpose and intent of the PUD
(Planned Unit Development) zoning district. Section 1.4 of the Stockbridge Unified Development Code provides a list of objectives
to accomplish which are listed as follows: (1) Promote the health, safety, aesthetics, convenience, order, prosperity, and general
welfare of the present and future residents of the City of Stockbridge, (2) Encourage the most appropriate and best use of land,
buildings, and other structures throughout the city.

The development is consistent with the purpose and intent of the PUD (Planned Unit Development) zoning district. Section 2.4.13
of the Stockbridge Unified Development Code states that the intent and purpose of the PUD zoning district is to (1) Allow the
development of balanced neighborhoods containing physical, economic, and social assets which are difficult to achieve through
the traditional separation of use and density zones, (2) Provide an appropriate district for mixed-use developments, and (3) Allow
flexibility in design for environmentally challenged properties.

The proposed mixed-use development is consistent with the requested Parkway Mixed-Use Overlay District. Section 2.5.2 of the
Stockbridge Unified Development Code provides a list of objectives, which includes the following: (1) To encourage a balanced mix
of retail, professional, residential, civic, entertainment, and cultural uses; (2) To promote the general health, safety, and welfare of
the community where residents and visitors can live, work, eat, and play; (3) To improve public health and provide safe and
efficient movement within the overlay district by promoting development patterns that encourage physical activity such as
walking and bicycling.
Staff Analysis (cont.)
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 approval of the
requested zoning classification of PUD to the proposed mixed-use development will have a positive effect
on the subject property and the vicinity of the area. First, the proposed mixed-use development will
provide an alternative type of housing for young professionals who are choosing apartments in areas that
provide access to both employment and retail. The subject property is in close proximity to the existing
offices and to is close to I-75, which provides access to regional employment areas.
Second, the proposed mixed-use development will provide necessary growth to an area that lacks both
economical and residential growth. Patrick Henry Parkway is a road that connects two major throughfares,
Eagles Landing Parkway and Jodeco Road. While properties alongside Jodeco Road and Eagles Landing
Parkway have seen an increase in economic growth throughout the years, properties along Patrick Henry
Parkway have not seen neither commercial nor residential growth. Thus, the addition of the proposed
mixed-use development will serve as an economic hub for future development of the other vacant parcels
in the vicinity of the area. Moreover, the retail uses that will be added as part of the proposed
development will provide additional job opportunities to the residents in the vicinity of the area.
Staff Analysis (cont.)
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 appears to be
physically capable of being developed. Any issue regarding buffering, topography, drainage, access, size,
and shape of the property will be discussed during the plan review process.
5. The impact upon adjacent property owners should the request be granted: The area within the vicinity
of the area subject property consists of office buildings, single-family residential uses, and other types of
uses. Therefore, the proposed mixed-use development will provide additional housing options for
residents who may have an interest in moving. A recent traffic memorandum that was prepared and
submitted by Kimley-Horn and Associates on September 28, 2023, as part of the rezoning application
concluded that the addition of the proposed mixed-use development will generate less traffic.
6. The potential impact of the rezoning on City infrastructure including water and sewage system: A letter
from the Henry County Water Authority dated October 17, 2023, states that water service can be made
available to the subject property. However, a water line extension is required at the developer’s expense.
The letter also states that sewer treatment is also available to the subject property.
Staff Analysis (cont.)
7. The impact of the proposed amendment on adjacent thoroughfares and pedestrian and vehicular
circulation and traffic volumes: A Trip Generation Memorandum was prepared by Kimley-Horn and
Associates on September 28, 2023, to calculate the anticipated number of vehicular trips that the
proposed mixed-use development would generate on Patrick Henry Parkway. The trip generation memo
compared the estimated number of vehicular trips of the proposed mixed-use development to the
existing C-2 zoning under the Henry County Zoning Ordinance. The Trip Generation Memorandum
concluded that the proposed mixed-use development is expected to generate 149 trips during the AM
weekday peak hour, 175 trips during the PM weekday peak hour, and 1,940 trips during the weekdays.
However, a proposed development under the C-2 zoning district would generate 5,922 total trips, 134
trips during the AM weekday peak hour, and 544 trips during the PM weekday hour. Based on the data
that was provided, the Trip Generation Memorandum shows that the proposed mixed-use development
will generate less traffic compared to a proposed development under the C-2 zoning district.
Staff Analysis (cont.)
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 request to
assign the zoning classification of PUD (Planned Unit Development) once the subject property is annexed into the City
limits is consistent with the policies and goals of the Stockbridge Unified Development Code. Furthermore, the proposed
development meets the regulations of the PUD zoning district. In addition, the development is consistent with the
assigned Future Land Use Designation of Medium-Density Mixed-Use. The proposed mixed-use development is consistent
with the intent and goals of the proposed assignment of the requested Parkway Mixed-Use Overlay District. Although the
Stockbridge Comprehensive Plan does not designate a maximum density for the proposed future land use of Medium-
Density Mixed-Use, Section F of the Stockbridge Unified Development Code, states that the Parkway Mixed-Use Overlay
District allows for a maximum density of 45 units per acre. The requested 16.4 units per acre by the applicant is therefore
consistent with the Parkway Mixed-Use Overlay District.
9. The ability of the subject land to be developed as it is presently zoned: Currently the subject property is zoned C-2
(General Commercial) by the Henry County Zoning Map which allows a mixture of retail and services uses. However, there
remains a lack of residential options since the area is surrounded by office buildings and other types of certain uses. In
addition, the addition of the proposed mixed-use development will generate far less traffic as opposed to a proposed
retail shopping that would be allowable under the C-2 zoning district. Therefore, it would be more feasible and realistic
for a mixed-use development to be built. As mentioned, the development will bring economic growth and provide job
opportunities for the residents with the addition of retail uses.
Staff Recommendation
Staff recommends approval with conditions for the proposed rezoning to assign the zoning district of
‘PUD’ (Planned Unit Development) to the subject property with the following conditions:
• The density rate shall be capped at 16.4 dwelling units per acre or a maximum of 324 residential units
for the entire proposed mixed-use development.
• The project will be in conformance with the City of Stockbridge Unified Development Code and all
other City Code sections regarding the site development standards and other requirements that are
found.
• The proposed mixed-use development shall be constructed according to a design which is similar to
the one that is shown on the applicant’s submitted site plan, titled “Waypoint Residential”, which was
prepared by Kimley-Horn and Associates on September 28, 2023.
• A 25-foot buffer shall be installed on the north, south, and eastern sides of the subject property.
• The deceleration lanes, as shown on the site plan, shall be provided.
Staff Recommendation (cont.)
• The developer shall take appropriate steps to preserve and protect the cemetery.

• The developer shall establish a maintenance of all the common areas in the development.

• A fence must be installed adjacent to the dog park and on Georgia Power Company’s easement on
the south side of the property.

• All non-commercial parking facilities shall be screened from the view of Patrick Henry Parkway by
the use and maintenance of tall, dense, landscaping.
TO: Planning Commission; Mayor and Council

FROM: Gordon Linton, Planner I

CC: R. Ryan Anderson, Interim Community Development Director; Chief Planner

DATE: December 21, 2023

Subject: #RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

I. PURPOSE

Consider a request to assign the zoning district of ‘PUD’ (Planned Unit Development) to allow
for the purpose of developing a mixed-use development consisting of multifamily residential and
retail commercial uses. The subject property contains three parcels, which are as follows:

• Parcel #052-01025024—Contains 4.035 +/- acres.
• Parcel #052-01025027—Contains 11.428 +/- acres.
• Parcel #052-01025028—Contains 4.279 +/- acres.

The applicant also simultaneously submitted two other applications to the City of Stockbridge as
are listed below:

• Annexation Application (AX-2023-06) – The applicant requests four parcels be
annexed into the City of Stockbridge from unincorporated Henry County. The
adjacent parcel, #052-01025021, will not be included in the rezoning and the
Comprehensive Plan amendment.

• Comprehensive Plan Amendment (CP-2023-07) – The applicant requests to assign
the Future Land Use designation of Medium Density Mixed-Use to the subject
property.

• Variance (VR-2023-04) – The applicant submitted three variances on the property
which are as follows:

1. a variance to allow residential uses on the first floor of buildings.
2. a variance to eliminate the requirement for a vehicular connection between
adjoining properties
3. a variance to allow parking in front of the buildings.
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

II. Background

Proposed Development Mixed-use development consisting of multifamily
residential and retail uses

Site Address #052-01025024 (no address)
#052-01025027 (no address)
#052-01025028 (no address)

Parcel Identification #052-01025024 (no address)
#052-01025027 (no address)
#052-01025028 (no address)

Parcel Acreage 19.7431 +/- acres

Applicant Waypoint Residential

Agent: Dennis J. Webb, Jr. of Smith, Gambrell, and Russel, LLP

#052-01025024: Habarri, Inc.
Owner: #052-01025027: Shama Hospitality Inc. & Henry Pkwy
Partners, LLC
#052-01025028: Shama Hospitality Inc. & Henry Pkwy
Partners, LLC
#052-01025024: C2 (General Commercial – Henry
County)
Current Zoning
#052-01025027: C2 (General Commercial – Henry
County)
#052-01025028: C2 (General Commercial – Henry
County)

Current Use Vacant with cemetery in Northwest portion

SURROUNDING LAND USE AND ZONING

Location Existing Land Use Existing Zoning
OI – Office Institutional (Henry County),
Property to the North Vacant Land
C2 – General Commercial (City of
Stockbridge)
Property to the South Vacant Land RR – Rural Residential (City of

2|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

Stockbridge)
Bright Generations Childcare OI – Office Institutional (Henry
Property to the East Center County),
Georgia Power
PD – Planned Development (Henry
Eagles Landing Subdivision County)

Property to the West Single-Family Residence RR – Rural Residential (City of
Stockbridge)

III. Finding of Facts

1. The applicant has filed an annexation application for four parcels to be annexed into the City
limits from unincorporated Henry County. The case will be heard concurrently. The adjacent
parcel, #052-01025021, will not be included in the rezoning and the Comprehensive Plan
amendment.

2. The applicant has requested a Comprehensive Plan Amendment (CP-2023-07) to assign the
Future Land Use designation of Medium-Density Mixed Use.

3. The applicant has requested the following variances on the subject property:

a. a variance to allow residential uses on the first floor of buildings.
b. a variance to eliminate the requirement for a vehicular connection between adjoining
properties
c. a variance to eliminate the requirement for a vehicular connection between adjoining
properties

4. The subject properties are currently zoned as C-2 (General Commercial) by the Henry County
Zoning Ordinance and are currently designated as MX (Mixed-Use) by the Henry County
Future Land Use Map.

5. The vicinity of the area is mostly residential and commercial with the following zoning
classifications: OI (Office Institutional) (Henry County), C-2 (General Commercial) (City of
Stockbridge), PD (Planned Development) (Henry County), and RR (Rural Residential) (City
of Stockbridge).

6. The surrounding land use designations are as follows: MX (Mixed Use) (Henry County), MD
(Medium Density) (Henry County), HDR (High Density Residential) (City of Stockbridge),
HDMU (High Density Mixed Use) (City of Stockbridge).

7. The subject property has frontage on Patrick Henry Parkway, which is considered an arterial
road.

3|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

8. A review of zoning files indicates that the subject property was rezoned from PD (Planned
Development) with an underlying zoning classification of R-2 pod to C-2 (General
Commercial) by the Henry County Board of Commissioners with conditions.

IV. Maps and Illustrations

Aerial Photo with Site Plan

4|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

Site Plan with Parcels Labeled

5|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

6|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

Site Plan of #052-01025024, #052-01025027, and #052-01025028

7|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

8|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

VI. Analysis

Project Description

The applicant, Waypoint Residential, proposes to build a mixed-use development with 324 multi-
family residential units with 9,000 square feet of space for both a club area and a leasing office
and 5,000 square feet of retail space that will be located on the ground floor. Of the 324 multi-
family residential units, 162 units will be one-bedroom units, 135 units will be two-bedroom units,
and 27 will be three-bedroom units. Construction is anticipated to take place from August 2024 to
July 2026, with the first units being delivered in October 2025. The development will provide
vehicular access to the site via two deceleration lanes that will be located along Patrick Henry
Parkway.
The proposed mixed-use development will have seven buildings with floor having three stories in
height while the remaining three floors will have a basement level. Building 6, as shown on the
site plan, will include both the retail and other non-residential uses on the ground floor with
residential units located above.
The proposed mixed-use development includes several amenities that includes a pool,
courtyards, grill areas, and a dog walk area. In addition, the stormwater detention pond will be
used as an amenity area since it will add nature trails around the pond for the residents to use.
Lastly, the development will provide 691 parking spaces and 42 garage spaces. Of the 691
parking spaces that will be provided, 227 will be provided to the residents that are living in the
one-bedroom units, 270 parking spaces will be provided to the residents that are living in the two-
bedroom units, and 54 units will be provided to the residents that are living in the three-bedroom
units. The applicant would exceed the total 558 parking by providing the 691 total parking spaces.

Unit Type Number of Units Number of Parking Spaces
1 bedroom 162 227
2 bedroom 135 270
3 bedroom 27 61

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.

The subject property is currently located in Henry County and is not currently consistent with the
current Future Land Use Map of the city of Stockbridge. However, if the proposed development is
annexed into the City limits, it will be assigned the future land use designation of Medium-Density

9|Page
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

Mixed Use. The proposed mixed-use designation meets the overall characterization of the
Medium-Density Mixed Use, which states that it is characterized by “mixed-use developments
incorporated mostly commercial uses with some smaller office tenants and medium density
residential uses.” Furthermore, the applicant proposes to build three story buildings which meets
the intent and purpose of the Medium-Density Mixed Use designation, which states, “The area
would allow for two to three story buildings, combining street level commercial/retail/office uses
with second and third stories accommodating office on lofts/apartments/condominiums.”

The proposed development is consistent with the policy and goals of the City of Stockbridge 2024
Comprehensive Plan that are listed on pages 42 and 44:

• Provide a mixture of housing options to attract young professionals, singles, and small
families. (Housing Policy)

• Encourage mixed-use development to promote a live, work, play concept.

• Supporting increases in density where community design standards, environmental
constraints, and available infrastructure capacities can accommodate the increased
density.

• Create a sense of place for the community.

Page 45 of the 2024 Comprehensive Plan states the requested PUD (Planned Unit Development)
is compatible with all of the future land use designations, which includes the proposed Medium-
Density Mixed Use designation. In addition, the requested addition of the Parkway Mixed Overlay
District is compatible with the proposed Medium-Density Mixed Use future land use designation.

The requested 16.4 units per acre by the applicant is therefore consistent with the surrounding
land use densities in the vicinity of the area.

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 development of the site as a mixed-use development with retail and residential meets the
purpose and intent of the PUD (Planned Unit Development) zoning district. Section 1.4 of the
Stockbridge Unified Development Code provides a list of objectives to accomplish which are
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.

I. Encourage the most appropriate and best use of land, buildings, and other structures
throughout the city.

The development is consistent with the purpose and intent of the PUD (Planned Unit
Development) zoning district. Section 2.4.13 of the Stockbridge Unified Development Code
states that the intent and purpose of the PUD zoning district is to

10 | P a g e
#RZ-2023-08 For #052-01025024; #052-01025027; #052-01025028

• Allow the development of balanced neighborhoods containing physical, economic, and
social assets which are difficult to achieve through the traditional separation of use and
density zones.

• Provide an appropriate district for mixed-use developments; and

• Allow flexibility in design for environmentally challenged properties.

In addition, the proposed mixed-use development is consistent with the requested Parkway
Mixed-Use Overlay District. Section 2.5.2 of the Stockbridge Unified Development Code
provides a list of objectives, which includes the following:

• To encourage a balanced mix of retail, professional, residential, civic, entertainment, and
cultural uses.

• To promote the general health, safety, and welfare of the community where residents and
visitors can live, work, eat, and play.

• To improve public health and provide safe and efficient movement within the overlay district
by promoting development patterns that encourage physical activity such as walking and
bicycling.

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 approval of the requested zoning classification of PUD to the proposed mixed-use
development will have a positive effect on the subject property and the vicinity of the area.
First, the proposed mixed-use development will provide an alternative type of housing for
young professionals who are choosing apartments in areas that provide access to both
employment and retail. The subject property is in close proximity to the existing offices and to
is close to I-75, which provides access to regional employment areas.

Second, the proposed mixed-use development will provide necessary growth to an area that
lacks both economical and residential growth. Patrick Henry Parkway is a road that connects
two major throughfares, Eagles Landing Parkway and Jodeco Road. While properties
alongside Jodeco Road and Eagles Landing Parkway have seen an increase in economic
growth throughout the years, properties along Patrick Henry Parkway have not seen neither
commercial nor residential growth. Thus, the addition of the proposed mixed-use development
will serve as an economic hub for future development of the other vacant parcels in the vicinity
of the area. Moreover, the retail uses that will be added as part of the proposed development
will provide additional job opportunities to the residents in the vicinity of the area.

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 appears to be physically capable of being developed. Any issue regarding
buffering, topography, drainage, access, size, and shape of the property will be discussed
during the plan review process.

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5. The impact upon adjacent property owners should the request be granted.

The area within the vicinity of the area subject property consists of office buildings, single-
family residential uses, and other types of uses. Therefore, the proposed mixed-use
development will provide additional housing options for residents who may have an interest in
moving. A recent traffic memorandum that was prepared and submitted by Kimley-Horn and
Associates on September 28, 2023, as part of the rezoning application concluded that the
addition of the proposed mixed-use development will generate less traffic.

6. The potential impact of the rezoning on City infrastructure including water and sewage
system.

A letter from the Henry County Water Authority dated October 17, 2023, states that water
service can be made available to the subject property. However, a water line extension is
required at the developer’s expense. The letter also states that sewer treatment is also
available to the subject property.

7. The impact of the proposed amendment on adjacent thoroughfares and pedestrian and
vehicular circulation and traffic volumes.

A Trip Generation Memorandum was prepared by Kimley-Horn and Associates on September
28, 2023, to calculate the anticipated number of vehicular trips that the proposed mixed-use
development would generate on Patrick Henry Parkway. The trip generation memo compared
the estimated number of vehicular trips of the proposed mixed-use development to the existing
C-2 zoning under the Henry County Zoning Ordinance. The Trip Generation Memorandum
concluded that the proposed mixed-use development is expected to generate 149 trips during
the AM weekday peak hour, 175 trips during the PM weekday peak hour, and 1,940 trips during
the weekdays. However, a proposed development under the C-2 zoning district would generate
5,922 total trips, 134 trips during the AM weekday peak hour, and 544 trips during the PM
weekday hour. Based on the data that was provided, the Trip Generation Memorandum shows
that the proposed mixed-use development will generate less traffic compared to a proposed
development under the C-2 zoning district.

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 request to assign the zoning classification of PUD (Planned Unit Development) once the
subject property is annexed into the City limits is consistent with the policies and goals of the
Stockbridge Unified Development Code.

Furthermore, the proposed development meets the regulations of the PUD zoning district. In
addition, the development is consistent with the assigned Future Land Use Designation of
Medium-Density Mixed-Use.

The proposed mixed-use development is consistent with the intent and goals of the proposed
assignment of the requested Parkway Mixed-Use Overlay District. Although the Stockbridge
Comprehensive Plan does not designate a maximum density for the proposed future land use

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of Medium-Density Mixed-Use, Section F of the Stockbridge Unified Development Code, states
that the Parkway Mixed-Use Overlay District allows for a maximum density of 45 units per acre.
The requested 16.4 units per acre by the applicant is therefore consistent with the Parkway
Mixed-Use Overlay District.

9. The ability of the subject land to be developed as it is presently zoned.

Currently the subject property is zoned C-2 (General Commercial) by the Henry County Zoning
Map which allows a mixture of retail and services uses. However, there remains a lack of
residential options since the area is surrounded by office buildings and other types of certain
uses. In addition, the addition of the proposed mixed-use development will generate far less
traffic as opposed to a proposed retail shopping that would be allowable under the C-2 zoning
district. Therefore, it would be more feasible and realistic for a mixed-use development to be
built. As mentioned, the development will bring economic growth and provide job opportunities
for the residents with the addition of retail uses.

VII. STAFF RECOMMENDATION

Staff recommends approval with conditions for the proposed rezoning to assign the zoning
district of ‘PUD’ (Planned Unit Development) to the subject property with the following conditions:

1. The density rate shall be capped at 16.4 dwelling units per acre or a maximum of 324
residential units for the entire proposed mixed-use development.

2. The project will be in conformance with the City of Stockbridge Unified Development Code
and all other City Code sections regarding the site development standards and other
requirements that are found.

3. The proposed mixed-use development shall be constructed according to a design which
is similar to the one that is shown on the applicant’s submitted site plan, titled “Waypoint
Residential”, which was prepared by Kimley-Horn and Associates on September 28, 2023.

4. A 25-foot buffer shall be installed on the north, south, and eastern sides of the subject
property.

5. The deceleration lanes, as shown on the site plan, shall be provided.

6. The developer shall take appropriate steps to preserve and protect the cemetery.

7. The developer shall establish a maintenance of all the common areas in the development.

8. A fence must be installed adjacent to the dog park and on Georgia Power Company’s
easement on the south side of the property.

9. All non-commercial parking facilities shall be screened from the view of Patrick Henry
Parkway by the use and maintenance of tall, dense, landscaping.

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Traffic Impact Study

Waypoint Henry County
Residential
City of Stockbridge, Henry County, Georgia

Report Prepared:
October 2023

Prepared for:
WPR Development Holdings, LLC

Prepared by:

Kimley-Horn and Associates, Inc.
11720 Amber Park Drive, Suite 600
Alpharetta, GA 30009
118449002
CONTENTS

1.0 Introduction ................................................................................................................................. 1

2.0 Study Area Determination ........................................................................................................... 1

3.0 Existing Traffic Conditions ........................................................................................................... 5
3.1 Roadway Characteristics ................................................................................................ 5
3.2 Existing Traffic Volumes ................................................................................................. 5

4.0 Projected Background (Non-Project) Traffic................................................................................. 8
4.1 Future Roadway/Intersection Projects............................................................................. 8

5.0 Project Traffic............................................................................................................................ 10
5.1 Project Site Access....................................................................................................... 10
5.2 Trip Generation ............................................................................................................ 11
5.3 Trip Distribution and Assignment .................................................................................. 12

6.0 Level-Of-Service Analysis ......................................................................................................... 16

7.0 Additional Considerations .......................................................................................................... 18
7.1 Turn Lane Warrants ...................................................................................................... 18
7.2 Trip Generation Comparison ......................................................................................... 20

8.0 Conclusion ................................................................................................................................ 21
8.1 Site-Access Improvement Recommendations ............................................................... 21

Waypoint Henry County Residential │ Traffic Impact Study i
October 2023 │ KHA Project #118449002
FIGURES

Figure 1: Site Location Map ..................................................................................................................... 2

Figure 2: Site Aerial (zoomed out)............................................................................................................ 3

Figure 3: Site Aerial (zoomed in) .............................................................................................................. 4

Figure 4: Existing 2023 Traffic Conditions ................................................................................................ 7

Figure 5: Projected 2026 No-Build Traffic Conditions ............................................................................... 9

Figure 6: Trip Distribution and Assignment ............................................................................................. 13

Figure 7: Project Trips ........................................................................................................................... 14

Figure 8: Projected 2026 Build Traffic Conditions ................................................................................... 15

TABLES

Table 1: Peak Hour Summary .................................................................................................................. 6

Table 2: Trip Generation ........................................................................................................................ 11

Table 3: Level-of-Service Summary ....................................................................................................... 17

Table 4: Minimum Volumes Requiring Right-Turn Lanes ........................................................................ 18

Table 5: Minimum Volumes Requiring Left-Turn Lanes .......................................................................... 18

Table 6: Assessment for Turn Lanes...................................................................................................... 19

Table 7: Trip Generation Comparison (Gross Trips) ............................................................................... 20

APPENDICES

Appendix A: Site Plan
Appendix B: Intersection Volume Worksheets
Appendix C: Synchro Analysis Reports
Appendix D: Raw Traffic Counts
Appendix E: Project Fact Sheets

Waypoint Henry County Residential │ Traffic Impact Study ii
October 2023 │ KHA Project #118449002
1.0 INTRODUCTION

This report presents the analysis of the anticipated traffic impacts associated with the proposed Waypoint
Henry County Residential development, which is expected to be completed in 2026 (referred to herein as
“build-out year”). The site is located north of Jodeco Road, south of Eagles Landing Parkway, and east of
I-75 in unincorporated Henry County, Georgia.

The site is currently undeveloped and is proposed to consist of approximately 324 residential units and
5,000 square feet of retail space on approximately 19.74 acres. The site is proposed to be annexed into
the City of Stockbridge and rezoned from C-2 (General Commercial) to PUD (Planned Unit Development).

This report will summarize the analyses of the following three (3) scenarios:

1. Existing 2023 Traffic Conditions

2. Projected 2026 No-Build Traffic Conditions (Existing 2023 Traffic Conditions, plus background
traffic growth).

3. Projected 2026 Build Traffic Conditions (Projected 2026 No-Build Traffic Conditions, plus the traffic
associated with the proposed Waypoint Henry County Residential development).

Figure 1 provides a location map of the project site. Figure 2 provides a zoomed out aerial imagery of the
project site. Figure 3 provides a zoomed in aerial of the project site. Additionally, a copy of the proposed
site plan is provided in Appendix A.

2.0 STUDY AREA DETERMINATION

The study area consists of the following four (4) existing intersections:

1. Hudson Bridge Road/Eagles Landing Parkway at I-75 Southbound Ramps (signalized)
2. Eagles Landing Parkway at I-75 Northbound Ramps (signalized)
3. Eagles Landing Parkway at Patrick Henry Parkway/Rock Quarry Road (signalized)
4. Jodeco Road at Patrick Henry Parkway/Private Driveway (signalized)

For the purpose of this traffic impact study, the I-75 Ramps, Patrick Henry Parkway, Rock Quarry Road,
and the Private Driveway are considered to have a north-south orientation. Hudson Bridge Road, Eagles
Landing Parkway, and Jodeco Road are considered to have an east-west orientation.

Waypoint Henry County Residential │ Traffic Impact Study 1
October 2023 │ KHA Project #118449002

Approximate
Site Area

LEGEND
Approximate Site Area
Proposed Site Driveway
X Study Intersection

Waypoint Henry County Figure
Residential Site Location 1
Map
Traffic Impact Study
Page 2

Approximate
Site Area

4 JODECO ROAD
LEGEND
Approximate Site Area
Proposed Site Driveway
X Study Intersection

Waypoint Henry County Figure
Site Aerial 2
Residential
(zoomed out)
Traffic Impact Study
Page 3

Approximate
Site Area

LEGEND
Approximate Site Area
Proposed Site Driveway

Waypoint Henry County Figure
Site Aerial 3
Residential
(zoomed in)
Traffic Impact Study
Page 4
3.0 EXISTING TRAFFIC CONDITIONS

3.1 ROADWAY CHARACTERISTICS

The roadways within the study network have the following characteristics:

Hudson Bridge Road/Eagles Landing Parkway is a six-lane, divided minor arterial roadway with a posted
speed limit of 45 MPH in the vicinity of the study network. GDOT counts taken west of I-75 indicated an
AADT of 23,500 vehicles per day in 2022. GDOT counts taken east of Patrick Henry Parkway indicated an
AADT of 38,100 vehicles per day in 2022.

Rock Quarry Road/Patrick Henry Parkway is a two-lane, undivided minor arterial roadway north of Eagles
Landing Parkway and a two-lane, undivided local roadway south of Eagles Landing Parkway with posted
speed limit of 45 MPH. North of Eagles Landing Parkway, the roadway is Rock Quarry Road and south of
Eagles Landing Parkway, the roadway is Patrick Henry Parkway. GDOT counts taken north of Eagles
Landing Parkway indicated an AADT of 21,600 vehicles per day in 2022. For 2,400 feet around Eagles
Landing Parkway, Rock Quarry Road/Patrick Henry Parkway is a four-lane divided roadway. Int the vicinity
of the site, Patrick Henry Parkway is a two-lane roadway with curb and gutter.

Jodeco Road is a four-lane, divided minor arterial roadway with a posted speed limit of 45 MPH. GDOT
counts taken east of Patrick Henry Parkway indicated an AADT of 17,000 vehicles per day in 2022.

3.2 EXISTING TRAFFIC VOLUMES

Vehicle peak hour turning movement counts were performed at the following study intersections:

1. Hudson Bridge Road/Eagles Landing Parkway at I-75 Southbound Ramps (signalized)
2. Eagles Landing Parkway at I-75 Northbound Ramps (signalized)
3. Eagles Landing Parkway at Patrick Henry Parkway/Rock Quarry Road (signalized)
4. Jodeco Road at Patrick Henry Parkway/Private Driveway (signalized)

The vehicle peak hour turning movement counts for the study intersections were collected on Tuesday,
August 8, 2023. The counts were performed during the AM period (7:00 AM to 9:00 AM) and the PM period
(4:00 PM to 6:00 PM). The AM and PM peak hours for each intersection are shown in Table 1. Complete
traffic count data is provided in Appendix D.

Waypoint Henry County Residential │ Traffic Impact Study 5
October 2023 │ KHA Project #118449002
Table 1: Peak Hour Summary

Intersection AM Peak Hour PM Peak Hour

1. Hudson Bridge Road/Eagles Landing Parkway
7:30 AM – 8:30 AM 4:30 PM – 5:30 PM
at I-75 Southbound Ramps
2. Eagles Landing Parkway at I-75 Northbound
7:30 AM – 8:30 AM 4:15 PM – 5:15 PM
Ramps
3. Eagles Landing Parkway at Patrick Henry
7:30 AM – 8:30 AM 4:30 PM – 5:30 PM
Parkway/Rock Quarry Road
4. Jodeco Road at Patrick Henry Parkway/Private
7:30 AM – 8:30 AM 4:30 PM – 5:30 PM
Driveway

Per GDOT Policy issued on July 15, 2022, traffic forecasts based on new traffic count data collected after
the start of the fall 2022 school year will no longer be required to follow COVID-19 policy procedures.

The complete traffic count data is provided in Appendix C.

Figure 4 illustrates the Existing 2023 peak hour traffic volumes at the study intersections as well as the
existing roadway geometry (intersection layout).

Waypoint Henry County Residential │ Traffic Impact Study 6
October 2023 │ KHA Project #118449002
I-75
Rock Quarry

Road
1 2 3
289 (542) 426 (683)
YIELD
263 (282)
889 (1,122) 194 (274) 235 (293)
752 (1,293) 1,271 (1,456)
990 (921)
404 (522) 117 (179)
Hudson Bridge Road SIGNAL 991 (1,609)
SIGNAL YIELD Eagles Landing
(1,276) 1,037 (303) 334 (539) 603
Parkway
(244) 193 (2,036) 1,595 (1,601) 1,244

Patrick Henry (30) 33
(366) 308
(231) 156 YIELD

(414) 595 (331) 247
Parkway

(212) 253

(76) 100

Approximate Site Area

211 (349)
11 (29) 263 (177)
177 (396) 1,162 (868)
Jodeco 24 (24)
Road 15 (13)

I-75 (207) 380
(798) 604
(49) 71 (48) 49 4
(13) 32
(27) 26

Private
LEGEND
Driveway
Existing Roadway Laneage
XX AM Peak Hour Traffic Volumes
(XX) PM Peak Hour Traffic Volumes
Existing Traffic Signal
X Intersection Reference Number

Waypoint Henry County Existing 2023 Figure
Residential Traffic 4
Traffic Impact Study Conditions
Page 7
4.0 PROJECTED BACKGROUND (NON-PROJECT) TRAFFIC

Projected background (non-project) traffic is defined as the expected traffic on the roadway network in the
future year(s) absent the construction and opening of the proposed Waypoint Henry County Residential
development. The Existing 2023 peak hour traffic volumes were increased by 2.0% per year for three (3)
years to account for the expected background growth in traffic through year 2026, build-out of the project.

Figure 5 illustrates the Projected 2026 No-Build traffic conditions for the AM and PM peak hours.

4.1 FUTURE ROADWAY/INTERSECTION PROJECTS
The Atlanta Regional Commission’s Atlanta Region’s Plan was researched for programmed transportation
projects within the vicinity of the proposed development.

1. HE-161A / GDOT PI# 0015090: The project will widen Rock Quarry Road from 2 lanes to 4 lanes
between Eagle Springs Drive and SR 42/SR 138. The project is programmed for construction in
2024.
2. HE-179 / GDOT PI# 0014482: The project will construct a four-lane divided roadway between
(Western Parallel Connector) Jonesboro Road and Hudson Bridge Road. The project is
programmed for construction in 2024.
3. HE-165B: The project will widen Patrick Henry Parkway from two-lanes to four-lanes between
Jodeco Road and Eagles Landing Parkway. The network year of the project is 2040.
4. HE-132C: The project will widen Eagles Landing Parkway from four-lanes to six-lanes between
Eagles Point Parkway and US 23. The network year of the project is 2040.
5. HE-450 / GDOT PI# 0019633: This project will implement a fixed-route bus service between the
McDonough Park and Ride and the Stockbridge Park and Ride, along Patrick Henry Parkway. The
project does not have a network year.

These projects will not affect intersection laneage or phasing and are planned to be implemented after the
build-out year of the Waypoint Henry County Residential development, therefore they are not included in
this study. Fact Sheets for the programmed projects are included in Appendix E.

Waypoint Henry County Residential │ Traffic Impact Study 8
October 2023 │ KHA Project #118449002
I-75
Rock Quarry

Road
1 2 3
307 (575) 452 (725)
YIELD
279 (299)
943 (1,191) 206 (291) 249 (311)
798 (1,372) 1,051 (977) 1,349 (1,545)
429 (554) 1,052 (1,707) 124 (190)
Hudson Bridge Road SIGNAL

SIGNAL YIELD Eagles Landing
(1,354) 1,100 (321) 354 (572) 640
Parkway
(259) 205 (2,161) 1,693 (1,699) 1,320

Patrick Henry (32) 35
(388) 327
(245) 166 YIELD

(439) 631 (351) 262
Parkway

(225) 268

(81) 106

Approximate Site Area

224 (370)
12 (31) 279 (188)
188 (420) 1,233 (921)
Jodeco 25 (25)
Road 16 (14)

I-75 (220) 403
(847) 641
(52) 75 (51) 52 4
(14) 34
(29) 28

Private
LEGEND
Driveway
Existing Roadway Laneage
XX AM Peak Hour Traffic Volumes
(XX) PM Peak Hour Traffic Volumes
Existing Traffic Signal
X Intersection Reference Number Note: Existing 2023 Conditions were grown at
2.0% per year for three (3) years to 2026.

Waypoint Henry County Projected 2026 Figure
Residential No-Build Traffic 5
Traffic Impact Study Conditions
Page 9
5.0 PROJECT TRAFFIC

Project traffic used in this analysis is defined as the vehicle trips expected to be generated by the proposed
Waypoint Henry County Residential development, and the distribution and assignment of that traffic through
the study roadway network. This traffic impact study evaluated the impacts of developing 324 multifamily
residential units and 5,000 SF of retail space.

5.1 PROJECT SITE ACCESS

Access to the proposed Waypoint Henry County Residential development will be provided at two (2)
locations listed below:

1. Site Driveway A (located along Patrick Henry Parkway) – a full-movement driveway located
approximately 5,460’ south of Eagles Landing Parkway (Intersection 3). Site Driveway A is
proposed to be located approximately 1,180’ south of the Bright Generations Henry County
Driveway and 755’ north of the Eagles Landing Office Park Driveway. The intersection is proposed
to operate under side-street stop control. The driveway is proposed to have one (1) egress lane
exiting the site and one (1) ingress lane entering the site.
2. Site Driveway B (located along Patrick Henry Parkway) – a full-movement driveway located
approximately 4,480’ south of Eagles Landing Parkway (Intersection 3). Site Driveway B is
proposed to be located approximately 465’ south of the Bright Generations Henry County Driveway
and 1,470’ north of the Eagles Landing Office Park Driveway. The intersection is proposed to
operate under side-street stop control. The driveway is proposed to have one (1) egress lane exiting
the site and one (1) ingress lane entering the site. Driveway B serves as a secondary access for
residents.

See the referenced site plans in Appendix A for a visual representation of vehicular access and circulation
throughout the site.

Waypoint Henry County Residential │ Traffic Impact Study 10
October 2023 │ KHA Project #118449002
5.2 TRIP GENERATION

Traffic for the proposed development was calculated using equations contained in the Institute of
Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, 2021. The trip generation was
calculated assuming multi-family housing (mid-rise) (Land Use 221) and strip retail plaza (Land Use 822).
Table 2 summarizes the trip generation for the proposed development under full build-out (year 2026).

Table 2: Trip Generation
ITE Daily Traffic AM Peak Hour PM Peak Hour
Land Use Density
Code Total Enter Exit Total Enter Exit Total Enter Exit
Multi-Family
324 units 221 1,500 750 750 131 30 101 127 77 50
Housing (Mid-Rise)
Strip Retail Plaza
5,000 SF 822 440 220 220 18 11 7 48 24 24
(<40k)
Total Gross Trips 1,940 970 970 149 41 108 175 101 74
Mixed-Use Reduction -88 -44 -44 -4 -2 -2 -16 -8 -8
Alternative Mode Reduction -0 -0 -0 -0 -0 -0 -0 -0 -0
Pass-by Reduction -134 -67 -67 -0 -0 -0 -14 -7 -7
Total Net New Trips 1,718 859 859 145 39 106 145 86 59

Due to the size, nature, and location of the proposed development, alternative mode reductions were
assumed to be zero.

Mixed-use reductions occur when a site has a combination of different land uses that interact with one
another. For example, people living in a residential development may walk to the retail instead of driving
off-site or to the site. This reduces the number of vehicle trips that will be made on the roadway. Mixed-use
vehicle trip reductions were taken according to the ITE Trip Generation Handbook, Third Edition, 2014, for
the AM and PM peak hour volumes and the ITE Trip Generation Handbook, Second Edition, 2004, for daily
volumes. Total internal capture and vehicle trip reduction between the land uses is expected to be 4.5%
daily, 2.7% for the AM peak hour, and 9.1% for the PM peak hour as a result of the anticipated interaction
between the residential and retail land uses within the proposed development.

Pass-by reductions are considered for traffic normally traveling along a roadway which may choose to visit
a retail or restaurant establishment that is along the vehicle’s path. These trips were already on the road,
and would therefore only be new trips on the driveways. Pass-by reductions were determined according to
the ITE Trip Generation Handbook, Third Edition, 2014. Per ITE guidance, the pass-by trip reduction rate
for the proposed retail land use is 34% for the PM peak hour. It should be noted that pass-by trips are not
new trips to the roadway network, rather, they are vehicles already travelling along the existing roadway
network that stop to visit the retail and restaurant land uses. No pass-by reductions were taken for the AM
peak hour as pass-by trips are minimal in the morning for retail land uses.

Waypoint Henry County Residential │ Traffic Impact Study 11
October 2023 │ KHA Project #118449002
5.3 TRIP DISTRIBUTION AND ASSIGNMENT

The directional distribution and assignment of new project trips was based on a review of land uses and
population densities in the area; and the existing peak hour turning movement counts. A detailed trip
distribution and assignment for the project trips is illustrated in Figure 6.

Based on the trip generation from Table 2 and the anticipated trip distribution (shown on Figure 6), net new
project trips were assigned to the study roadway network and are illustrated on Figure 7. Figure 8 illustrates
the Projected 2026 Build traffic conditions for the AM and PM peak hours. Appendix B provides intersection
volume worksheets for the study network.

Waypoint Henry County Residential │ Traffic Impact Study 12
October 2023 │ KHA Project #118449002
I-75
Rock Quarry

Road
1 2 3

35% 10%
(10%) (35%)
(10%) (20%) 10%
Hudson Bridge Road
10% Eagles Landing
45% 55% Parkway
10%
(55%)
(10%)
(10%)

Patrick Henry
30%

Parkway
45%

Site Driveway B

(30%)
(10%) 6
10%
(45%)

45%
(10%)

Site Driveway A

(45%)
(15%) 5
15%
Approximate Site Area 10%

(10%)
(15%)
Jodeco 10%
Road

I-75 15%

LEGEND
Turning Movement Private
Proposed Site Driveway
Driveway
XX% % Trips Entering
(XX%) % Trips Exiting
Existing Traffic Signal
Proposed STOP Sign
X Intersection Reference Number

Waypoint Henry County Figure
Trip Distribution & 6
Residential
Assignment
Traffic Impact Study
Page 13
I-75
Rock Quarry

Road
1 2 3

14 (29) 4 (9)
10 (6) 37 (20)
11 (6) 21 (12) 4 (9)
Hudson Bridge Road
(9) 4 Eagles Landing
(38) 18 (47) 22 Parkway
(9) 4
(32) 58
(6) 11
(6) 11

Patrick Henry
12 (28)
18 (37)
Parkway
Site Driveway B

(18) 32
(8) 11 6
(10) 4
(26) 48

18 (42)
11 (3)

Site Driveway A

(28) 48
(12) 15 5
(13) 5
Approximate Site Area (8) 4

11 (6)
15 (9)
Jodeco 4 (9)
Road

I-75 (12) 5

LEGEND
Private
Turning Movement
Driveway
Proposed Site Driveway
XX AM Peak Hour Project Trips
(XX) PM Peak Hour Project Trips
Existing Traffic Signal
Proposed STOP Sign
X Intersection Reference Number

Waypoint Henry County Figure
Residential Project Trips 7
Traffic Impact Study
Page 14
I-75
Rock Quarry

Road
1 2 3
307 (575) 452 (725)
YIELD
283 (308)
957 (1,220) 206 (291) 249 (311)
808 (1,378) 1,088 (997) 1,349 (1,545)
440 (560) 1,073 (1,719) 128 (199)
Hudson Bridge Road SIGNAL

SIGNAL YIELD Eagles Landing
(1,363) 1,104 (321) 354 (572) 640
Parkway
(259) 205 (2,199) 1,711 (1,699) 1,320

Patrick Henry (32) 35
(435) 349
(245) 166 YIELD

(448) 635 (383) 320
Parkway

12 (28)
(231) 279
441 (858)
(87) 117
Site Driveway B

(18) 32
(8) 11 6

(10) 4

(447) 764
18 (42)

434 (824)

Site Driveway A

(28) 48
(12) 15 5

Approximate Site Area (13) 5

(429) 720
235 (376)
12 (31) 283 (197)
203 (429) 1,233 (921)
Jodeco 25 (25)
Road 16 (14)

I-75 (232) 408
(847) 641
(52) 75 (51) 52 4
(14) 34
(29) 28

LEGEND
Existing Roadway Laneage
Proposed Roadway Laneage Private
Proposed Site Driveway
Driveway
XX AM Peak Hour Traffic Volumes
(XX) PM Peak Hour Traffic Volumes
Existing Traffic Signal
Proposed STOP Sign
X Intersection Reference Number

Waypoint Henry County Projected 2026 Figure
Residential Build Traffic 8
Traffic Impact Study Conditions
Page 15
6.0 LEVEL-OF-SERVICE ANALYSIS

Level-of-service (LOS) determinations were made for the weekday AM and PM peak hours for the existing
study network intersections and proposed access intersections using Synchro Professional, Version 11.0.
The program uses methodologies contained in the Highway Capacity Manual, 6th Edition to determine the
operating characteristics of an intersection. Capacity is defined as the maximum number of vehicles that
can pass over a particular road segment or through a particular intersection within a specified period under
prevailing roadway, traffic, and control conditions.

LOS is used to describe the operating characteristics of a road segment or intersection in relation to its
capacity. LOS is defined as a qualitative measure that describes operational conditions and motorists’
perceptions of a traffic stream. The Highway Capacity Manual defines six levels of service, LOS A through
LOS F, with A being the best and F the worst.

LOS for signalized intersections are reported for the intersection as a whole. One or more movements at
an intersection may experience a low level-of-service, while the intersection as a whole may operate
acceptably.

LOS for unsignalized intersections, with stop control on the minor street only, are reported for the sidestreet
approaches and major street left-turns. Low levels-of-service for sidestreet approaches are not uncommon,
as vehicles may experience significant delay turning onto a major roadway.

In addition to the Existing 2023 traffic conditions, an analysis was performed for the AM and PM peak hours
for the Projected 2026 No-Build and Build traffic conditions. The results of the LOS analysis for the Existing
2023 and the Projected 2026 traffic conditions are summarized in Table 3. A detailed set of analyses from
Synchro is available in Appendix C.

Waypoint Henry County Residential │ Traffic Impact Study 16
October 2023 │ KHA Project #118449002
Table 3: Level-of-Service Summary
LOS (Delay, in seconds)
Projected 2026 Projected 2026
Existing 2023
Approach / No-Build Build
Intersection
Movement AM PM AM PM AM PM
Peak Peak Peak Peak Peak Peak
1. Hudson Bridge
Road/Eagles Landing
Parkway at I-75 Overall C (32.5) D (39.4) C (33.4) D (41.8) C (33.7) D (42.4)
Southbound Ramps
(signalized)
2. Eagles Landing
Parkway at I-75
Overall C (25.7) C (21.4) C (27.4) C (22.4) C (27.6) C (22.7)
Northbound Ramps
(signalized)
3. Eagles Landing
Parkway at Patrick
Henry Parkway/Rock Overall C (32.8) D (37.0) D (36.9) D (47.2) D (37.6) D (47.5)
Quarry Road
(signalized)

4. Jodeco Road at Patrick
Henry Parkway/Private Overall C (27.5) C (24.4) C (32.0) C (25.9) C (33.3) C (26.3)
Driveway (signalized)

5. Patrick Henry Parkway EB D (25.8) D (28.4)
at Site Driveway A
(unsignalized) NBL A (8.3) A (9.9)

6. Patrick Henry Parkway EB D (27.2) D (29.3)
at Site Driveway B
(unsignalized) NBL A (8.3) A (9.8)

As shown in Table 3, all study intersections currently operate at acceptable LOS during both the AM and
PM peak hours. Under the Projected 2026 No-Build and Build conditions, all study intersections, including
the proposed site driveways, are projected to continue to operate at acceptable LOS during both the AM
and PM peak hours. No off-site roadway improvements are recommended for capacity purposes.

Waypoint Henry County Residential │ Traffic Impact Study 17
October 2023 │ KHA Project #118449002
7.0 ADDITIONAL CONSIDERATIONS

7.1 TURN LANE WARRANTS
Access to the proposed Waypoint Henry County Residential development will be provided at two locations.
GDOT provides guidance on the minimum volumes requiring the construction of turn lanes. Although
Patrick Henry Parkway is not a GDOT state route, it has been analyzed per GDOT standards to determine
the need for right and left turn lanes. Per GDOT’s Regulations for Driveway and Encroachment Control
Manual, a right-turn lane must be constructed if the daily turn volumes meet or exceed values shown in
Table 4 for right-turns.

Table 4: Minimum Volumes Requiring Right-Turn Lanes
2 Lanes on Main Road More Than 2 Lanes on Main Road
Posted Speed
ADT < 6,000 ADT ≥ 6,000 ADT < 10,000 ADT ≥ 10,000
≤ 35 MPH 200 RTV/day 100 RTV/day 200 RTV/day 100 RTV/day
40 – 50 MPH 150 RTV/day 75 RTV/day 150 RTV/day 75 RTV/day
55 – 60 MPH 100 RTV/day 50 RTV/day 100 RTV/day 50 RTV/day
≥ 65 MPH Always Always Always Always

Per GDOT’s Regulations for Driveway and Encroachment Control Manual, a left-turn lane must be
constructed if the daily turn volumes meet or exceed values shown in Table 5 for left-turns.

Table 5: Minimum Volumes Requiring Left-Turn Lanes
2 Lanes on Main Road More Than 2 Lanes on Main Road
Posted Speed
ADT < 6,000 ADT ≥ 6,000 ADT < 10,000 ADT ≥ 10,000
≤ 35 MPH 300 LTV/day 200 LTV/day 400 LTV/day 300 LTV/day
40 – 50 MPH 250 LTV/day 175 LTV/day 325 LTV/day 250 LTV/day
55 – 60 MPH 200 LTV/day 150 LTV/day 250 LTV/day 200 LTV/day
≥ 65 MPH Always Always Always Always

The number of turning movements at Site Driveway A and Site Driveway B were analyzed based on the
projected trip generation provided in Table 2 and the trip distribution provided in Figure 6. Table 6
summarizes the number of left and right-turns at each of the site driveways and presents the assessment
to determine if turn lanes are required.

Waypoint Henry County Residential │ Traffic Impact Study 18
October 2023 │ KHA Project #118449002
Table 6: Assessment for Turn Lanes
Site Driveway A Site Driveway B
Left-Turn Right-Turn Left-Turn Right-Turn
Number of Daily Turning
138 415 95 278
Movements
Minimum Required for Turn
175 75 175 75
Lane

Turn Lane Warranted? No Yes No Yes

Based on the projected daily traffic volumes, right-turn lanes along Patrick Henry Parkway entering Site
Driveway A and Site Driveway B are warranted based on the GDOT guidelines. Left-turn lanes along Patrick
Henry Parkway entering Site Driveway A and Site Driveway B are not warranted based on GDOT
guidelines. It is recommended to construct a southbound right-turn lane entering the site at each site
driveway.

Waypoint Henry County Residential │ Traffic Impact Study 19
October 2023 │ KHA Project #118449002
7.2 TRIP GENERATION COMPARISON

A trip generation comparison is shown in Table 7, which compares the trip generation potential of the
existing C-2 zoning to the proposed PUD zoning. The trip generation was based on the following scenarios:

1. Existing Zoning: 160,000 SF of retail
2. Proposed Waypoint Henry County Residential Development: 324 multi-family residential units
and 5,000 SF of retail

Table 7: Trip Generation Comparison (Gross Trips)

ITE Daily Traffic AM Peak PM Peak Hour
Land Use Density
Code Total Enter Exit Total Enter Exit Total Enter Exit
Retail Development:
Shopping Center 820 160,000 SF 5,922 2,961 2,961 134 83 51 544 261 283

Total Gross Trips 5,922 2,961 2,961 134 83 51 544 261 283
Waypoint Henry County Residential Development:
Multi-Family Housing
221 324 d.u. 1,500 750 750 131 30 101 127 77 50
(Mid-Rise)
Strip Retail Plaza (<40K) 822 5,000 SF 440 220 220 18 11 7 48 24 24

Total Gross Trips 1,940 970 970 149 41 108 175 101 74

Difference in Gross Project Trips -3,982 -1,991 -1,991 +15 -42 +57 -369 -160 -209

% Difference in Gross Project Trips -67% -67% -67% +11% -51% +112% -68% -61% -74%
*Note: No reductions for mixed-use, alternative mode, or pass-bys were taken in order to present a conservative analysis.

Based on the results shown in Table 7, the proposed Waypoint Henry County Residential development is
projected to generate approximately 3,982 less total daily trips (1,991 in, 1,991 out), 15 more AM peak hour
trips, and 369 less PM peak hour trips than the existing zoning. The proposed Waypoint Henry County
Residential development will generate approximately 67% less gross daily trips, 11% more AM peak hour
trips, and 68% less PM peak hour trips compared to the existing zoning.

Waypoint Henry County Residential │ Traffic Impact Study 20
October 2023 │ KHA Project #118449002
8.0 CONCLUSION

This traffic study evaluated the traffic impacts associated with the Waypoint Henry County Residential
development, located north of Jodeco Road, south of Eagles Landing Parkway, and east of I-75 in
unincorporated Henry County, Georgia. The development, which is approximately 19.74 acres in size, will
consist of 324 multi-family (mid-rise) residential units and 5,000 SF of retail space. The development is
expected to be completed in 2026. The site is proposed to be annexed into the City of Stockbridge and
rezoned from C-2 (General Commercial) to PUD (Planned Unit Development).

The study network, which consists of four (4) existing signalized intersections, was analyzed for the
weekday AM and PM peak hours under Existing 2023 conditions, Projected 2026 No-Build conditions (three
years of background traffic growth), and Projected 2026 Build conditions (Projected 2026 No-Build
conditions plus traffic generated by the proposed Waypoint Henry County Residential development).

Based on the results of this traffic impact study, all study intersections currently operate at acceptable LOS
during both the AM and PM peak hours. Under the Projected 2026 No-Build and Build conditions, all study
intersections, including the proposed site driveways, are projected to continue to operate at acceptable
LOS during both the AM and PM peak hours.

Kimley-Horn and Associates, Inc. does not recommend any system improvements, but does recommend
site access improvements based on the results of this study.

8.1 SITE-ACCESS IMPROVEMENT RECOMMENDATIONS

Based on the results of this study, Kimley-Horn and Associates, Inc. recommends the following site-access
improvements to serve the Projected 2026 Build traffic conditions (note: this would be the improvements
needed to serve the traffic associated with the Waypoint Henry County Residential development).

• Intersection 5 – Patrick Henry Parkway at Site Driveway A
o Per the site plan, construct one (1) ingress lane entering the site and one (1) egress lane
exiting the site.
o Construct an exclusive southbound right-turn lane along Patrick Henry Parkway entering
the site.
• Intersection 6 – Patrick Henry Parkway at Site Driveway B
o Per the site plan, construct one (1) ingress lane entering the site and one (1) egress lane
exiting the site.
o Construct an exclusive southbound right-turn lane along Patrick Henry Parkway entering
the site.

Waypoint Henry County Residential │ Traffic Impact Study 21
October 2023 │ KHA Project #118449002
APPENDIX A

Site Plan

Waypoint Henry County Residential │ Traffic Impact Study A
October 2023 │ KHA Project #118449002
APPENDIX B

Intersection Volume Worksheets

Waypoint Henry County Residential │ Traffic Impact Study B
October 2023 │ KHA Project #118449002
INTERSECTION VOLUME DEVELOPMENT

Intersection #1: Hudson Bridge Road / Eagles Landing Parkway @ I-75 SB Ramp
AM PEAK HOUR

I-75 SB Ramp I-75 SB Ramp Hudson Bridge Road Eagles Landing Parkway
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 0 0 0 0 888 1 289 3 0 1,037 193 2 402 752 0
Pedestrians 1 0 0 0
Conflicting Pedestrians 1 0 0 0 0 0 0 0 1 0 1 0
Heavy Vehicles 0 0 0 0 35 0 12 0 0 26 9 0 29 23 0
Heavy Vehicle % 0% 0% 0% 0% 0% 4% 2% 4% 2% 0% 3% 5% 2% 7% 3% 0%
Peak Hour Factor 0.96 0.96 0.96 0.96
Adjustment
Adjusted 2023 Volumes 0 0 0 0 0 888 1 289 3 0 1037 193 2 402 752 0
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 0 0 0 0 942 1 307 3 0 1,100 205 2 427 798 0

Project Trips
Trip Distribution IN 35% 10%
Trip Distribution OUT 10% 10%
Residential Trips 0 0 0 0 0 10 0 0 0 0 3 0 0 10 10 0

Trip Distribution IN 35% 10%
Trip Distribution OUT 10% 10%
Retail Trips 0 0 0 0 0 4 0 0 0 0 1 0 0 1 1 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips -1

Total Project Trips 0 0 0 0 0 14 0 0 0 0 4 0 0 11 10 0

2026 Buildout Total 0 0 0 0 0 956 1 307 3 0 1,104 205 2 438 808 0

PM PEAK HOUR

I-75 SB Ramp I-75 SB Ramp Hudson Bridge Road Eagles Landing Parkway
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 0 0 0 0 1,120 2 542 4 0 1,276 244 3 519 1,293 0
Pedestrians 0 0 0 0
Conflicting Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0
Heavy Vehicles 0 0 0 0 0 17 0 9 0 10 4 0 13 24 0
Heavy Vehicle % 0% 0% 0% 0% 0% 2% 2% 2% 2% 0% 2% 2% 2% 3% 2% 0%
Peak Hour Factor 0.98 0.98 0.98 0.98
Adjustment
Adjusted 2023 Volumes 0 0 0 0 0 1120 2 542 4 0 1276 244 3 519 1293 0
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 0 0 0 0 1,189 2 575 4 0 1,354 259 3 551 1,372 0

Project Trips
Trip Distribution IN 35% 10%
Trip Distribution OUT 10% 10%
Residential Trips 0 0 0 0 0 25 0 0 0 0 7 0 0 5 5 0

Trip Distribution IN 35% 10%
Trip Distribution OUT 10% 10%
Retail Trips 0 0 0 0 0 5 0 0 0 0 2 0 0 1 1 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips -1

Total Project Trips 0 0 0 0 0 29 0 0 0 0 9 0 0 6 6 0

2026 Buildout Total 0 0 0 0 0 1,218 2 575 4 0 1,363 259 3 557 1,378 0
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INTERSECTION VOLUME DEVELOPMENT

Intersection #2: Eagles Landing Parkway @ I-75 NB Ramp
AM PEAK HOUR

I-75 NB Ramp I-75 NB Ramp Eagles Landing Parkway Eagles Landing Parkway
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 156 0 595 0 0 0 0 2 332 1,595 0 0 0 991 990
Pedestrians 0 1 0 0
Conflicting Pedestrians 0 0 0 1 0 0 0 1 0 0 0 1
Heavy Vehicles 0 4 0 24 0 0 0 0 0 12 44 0 0 0 50 25
Heavy Vehicle % 0% 3% 0% 4% 0% 0% 0% 0% 2% 4% 3% 0% 0% 0% 5% 3%
Peak Hour Factor 0.96 0.96 0.96 0.96
Adjustment
Adjusted 2023 Volumes 0 156 0 595 0 0 0 0 2 332 1595 0 0 0 991 990
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 166 0 631 0 0 0 0 2 352 1,693 0 0 0 1,052 1,051

Project Trips
Trip Distribution IN 10% 45%
Trip Distribution OUT 20% 35%
Residential Trips 0 0 0 3 0 0 0 0 0 0 13 0 0 0 20 35

Trip Distribution IN 10% 45%
Trip Distribution OUT 20% 35%
Retail Trips 0 0 0 1 0 0 0 0 0 0 5 0 0 0 1 2

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips

Total Project Trips 0 0 0 4 0 0 0 0 0 0 18 0 0 0 21 37

2026 Buildout Total 0 166 0 635 0 0 0 0 2 352 1,711 0 0 0 1,073 1,088

PM PEAK HOUR

I-75 NB Ramp I-75 NB Ramp Eagles Landing Parkway Eagles Landing Parkway
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 230 1 414 0 0 0 0 3 300 2,036 0 0 0 1,609 921
Pedestrians 0 5 0 0
Conflicting Pedestrians 0 0 0 5 0 0 0 5 0 0 0 5
Heavy Vehicles 0 3 1 21 0 0 0 0 0 6 20 0 0 0 33 37
Heavy Vehicle % 0% 2% 100% 5% 0% 0% 0% 0% 2% 2% 2% 0% 0% 0% 2% 4%
Peak Hour Factor 0.97 0.97 0.97 0.97
Adjustment
Adjusted 2023 Volumes 0 230 1 414 0 0 0 0 3 300 2036 0 0 0 1609 921
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 244 1 439 0 0 0 0 3 318 2,161 0 0 0 1,707 977

Project Trips
Trip Distribution IN 10% 45%
Trip Distribution OUT 20% 35%
Residential Trips 0 0 0 7 0 0 0 0 0 0 32 0 0 0 10 17

Trip Distribution IN 10% 45%
Trip Distribution OUT 20% 35%
Retail Trips 0 0 0 2 0 0 0 0 0 0 7 0 0 0 2 4

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips -1 -1

Total Project Trips 0 0 0 9 0 0 0 0 0 0 38 0 0 0 12 20

2026 Buildout Total 0 244 1 448 0 0 0 0 3 318 2,199 0 0 0 1,719 997
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INTERSECTION VOLUME DEVELOPMENT

Intersection #3: Eagles Landing Parkway @ Patrick Henry Parkway / Rock Quarry Road
AM PEAK HOUR

Patrick Henry Parkway Rock Quarry Road Eagles Landing Parkway Eagles Landing Parkway
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 33 247 253 100 0 194 263 426 5 598 1,244 308 0 117 1,271 235
Pedestrians 0 0 0 1
Conflicting Pedestrians 0 0 1 0 1 0 0 0 0 1 0 0
Heavy Vehicles 0 7 13 1 0 3 14 26 0 29 40 4 0 0 43 3
Heavy Vehicle % 2% 3% 5% 2% 0% 2% 5% 6% 2% 5% 3% 2% 0% 2% 3% 2%
Peak Hour Factor 0.92 0.92 0.92 0.92
Adjustment
Adjusted 2023 Volumes 33 247 253 100 0 194 263 426 5 598 1244 308 0 117 1271 235
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 35 262 268 106 0 206 279 452 5 635 1,320 327 0 124 1,349 249

Project Trips
Trip Distribution IN 10% 55% 10%
Trip Distribution OUT 55% 10% 10%
Residential Trips 0 55 10 10 0 0 3 0 0 0 0 16 0 3 0 0

Trip Distribution IN 10% 55% 10%
Trip Distribution OUT 55% 10% 10%
Retail Trips 0 3 1 1 0 0 1 0 0 0 0 6 0 1 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips

Total Project Trips 0 58 11 11 0 0 4 0 0 0 0 22 0 4 0 0

2026 Buildout Total 35 320 279 117 0 206 283 452 5 635 1,320 349 0 128 1,349 249

PM PEAK HOUR

Patrick Henry Parkway Rock Quarry Road Eagles Landing Parkway Eagles Landing Parkway
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 30 331 212 76 0 274 282 683 5 534 1,601 366 0 179 1,456 293
Pedestrians 0 0 0 0
Conflicting Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0
Heavy Vehicles 1 6 4 0 0 1 9 16 1 15 28 4 0 0 39 7
Heavy Vehicle % 3% 2% 2% 2% 0% 2% 3% 2% 20% 3% 2% 2% 0% 2% 3% 2%
Peak Hour Factor 0.98 0.98 0.98 0.98
Adjustment
Adjusted 2023 Volumes 30 331 212 76 0 274 282 683 5 534 1601 366 0 179 1456 293
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 32 351 225 81 0 291 299 725 5 567 1,699 388 0 190 1,545 311

Project Trips
Trip Distribution IN 10% 55% 10%
Trip Distribution OUT 55% 10% 10%
Residential Trips 0 26 5 5 0 0 7 0 0 0 0 39 0 7 0 0

Trip Distribution IN 10% 55% 10%
Trip Distribution OUT 55% 10% 10%
Retail Trips 0 6 1 1 0 0 2 0 0 0 0 8 0 2 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips

Total Project Trips 0 32 6 6 0 0 9 0 0 0 0 47 0 9 0 0

2026 Buildout Total 32 383 231 87 0 291 308 725 5 567 1,699 435 0 199 1,545 311
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INTERSECTION VOLUME DEVELOPMENT

Intersection #4: Jodeco Road @ Private Driveway / Patrick Henry Parkway
AM PEAK HOUR

Private Driveway Patrick Henry Parkway Jodeco Road Jodeco Road
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 49 32 26 0 177 11 211 1 379 604 71 15 24 1,162 263
Pedestrians 0 1 0 0
Conflicting Pedestrians 0 0 0 1 0 0 0 1 0 0 0 1
Heavy Vehicles 0 4 0 1 0 5 2 6 0 17 14 1 1 0 22 7
Heavy Vehicle % 0% 8% 2% 4% 0% 3% 18% 3% 2% 4% 2% 2% 7% 2% 2% 3%
Peak Hour Factor 0.94 0.94 0.94 0.94
Adjustment
Adjusted 2023 Volumes 0 49 32 26 0 177 11 211 1 379 604 71 15 24 1162 263
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 52 34 28 0 188 12 224 1 402 641 75 16 25 1,233 279

Project Trips
Trip Distribution IN 15% 10%
Trip Distribution OUT 15% 10%
Residential Trips 0 0 0 0 0 15 0 10 0 4 0 0 0 0 0 3

Trip Distribution IN 15% 10%
Trip Distribution OUT 15% 10%
Retail Trips 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 1

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips -1 -1

Total Project Trips 0 0 0 0 0 15 0 11 0 5 0 0 0 0 0 4

2026 Buildout Total 0 52 34 28 0 203 12 235 1 407 641 75 16 25 1,233 283

PM PEAK HOUR

Private Driveway Patrick Henry Parkway Jodeco Road Jodeco Road
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 48 13 27 2 394 29 349 1 206 798 49 13 24 868 177
Pedestrians 0 1 0 3
Conflicting Pedestrians 0 0 3 1 3 0 0 1 0 3 0 1
Heavy Vehicles 0 4 0 1 0 7 2 4 0 7 26 2 0 3 29 3
Heavy Vehicle % 0% 8% 2% 4% 2% 2% 7% 2% 2% 3% 3% 4% 2% 13% 3% 2%
Peak Hour Factor 0.95 0.95 0.95 0.95
Adjustment
Adjusted 2023 Volumes 0 48 13 27 2 394 29 349 1 206 798 49 13 24 868 177
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 51 14 29 2 418 31 370 1 219 847 52 14 25 921 188

Project Trips
Trip Distribution IN 15% 10%
Trip Distribution OUT 15% 10%
Residential Trips 0 0 0 0 0 7 0 5 0 11 0 0 0 0 0 7

Trip Distribution IN 15% 10%
Trip Distribution OUT 15% 10%
Retail Trips 0 0 0 0 0 2 0 1 0 2 0 0 0 0 0 2

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips -1

Total Project Trips 0 0 0 0 0 9 0 6 0 12 0 0 0 0 0 9

2026 Buildout Total 0 51 14 29 2 427 31 376 1 231 847 52 14 25 921 197
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INTERSECTION VOLUME DEVELOPMENT

Intersection #6: Patrick Henry Parkway @ Site Driveway A
AM PEAK HOUR

Patrick Henry Parkway Patrick Henry Parkway Site Driveway A
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 0 675 0 0 0 399 0 0 0 0 0 0 0 0 0
Pedestrians 0 0 0 0
Conflicting Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0
Heavy Vehicles 0 24 0 0 0 13 0 0 0 0 0 0 0 0 0
Heavy Vehicle % 0% 0% 4% 0% 0% 0% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Peak Hour Factor 0.94 0.94 0.94 0.94
Adjustment
Adjusted 2023 Volumes 0 0 675 0 0 0 399 0 0 0 0 0 0 0 0 0
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 0 716 0 0 0 423 0 0 0 0 0 0 0 0 0

Project Trips
Trip Distribution IN 15% 10% 45%
Trip Distribution OUT 10% 45% 15%
Residential Trips 0 4 3 0 0 0 10 13 0 45 0 15 0 0 0 0

Trip Distribution IN 15% 10% 45%
Trip Distribution OUT 10% 45% 15%
Retail Trips 0 2 1 0 0 0 1 5 0 3 0 1 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips -1 -1

Total Project Trips 0 5 4 0 0 0 11 18 0 48 0 15 0 0 0 0

2026 Buildout Total 0 5 720 0 0 0 434 18 0 48 0 15 0 0 0 0

PM PEAK HOUR

Patrick Henry Parkway Patrick Henry Parkway Site Driveway A
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 0 397 0 0 0 774 0 0 0 0 0 0 0 0 0
Pedestrians 0 0 0 0
Conflicting Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0
Heavy Vehicles 0 0 10 0 0 0 13 0 0 0 0 0 0 0 0 0
Heavy Vehicle % 0% 0% 3% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Peak Hour Factor 0.95 0.95 0.95 0.95
Adjustment
Adjusted 2023 Volumes 0 0 397 0 0 0 774 0 0 0 0 0 0 0 0 0
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 0 421 0 0 0 821 0 0 0 0 0 0 0 0 0

Project Trips
Trip Distribution IN 15% 10% 45%
Trip Distribution OUT 10% 45% 15%
Residential Trips 0 11 7 0 0 0 5 32 0 22 0 7 0 0 0 0

Trip Distribution IN 15% 10% 45%
Trip Distribution OUT 10% 45% 15%
Retail Trips 0 2 2 0 0 0 1 7 0 5 0 2 0 0 0 0

Pass-By Trips 0 1 -1 0 0 0 -3 3 0 1 0 3 0 0 0 0

Project Balance Trips -1

Total Project Trips 0 13 8 0 0 0 3 42 0 28 0 12 0 0 0 0

2026 Buildout Total 0 13 429 0 0 0 824 42 0 28 0 12 0 0 0 0
\\kimley-horn.com\so_amt\alp_tpto\118449002_waypoint patrick henry parkway tia - stockbridge - august 2023\analysis\[updated cqi_analysis-11thedition_ic-2ndeddaily_3rdedam-pm.xls]int #5 10/3/2023 7:29
INTERSECTION VOLUME DEVELOPMENT

Intersection #5: Patrick Henry Parkway @ Site Driveway B
AM PEAK HOUR

Patrick Henry Parkway Patrick Henry Parkway Site Driveway B
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 0 675 0 0 0 399 0 0 0 0 0 0 0 0 0
Pedestrians 0 0 0 0
Conflicting Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0
Heavy Vehicles 0 24 0 0 0 13 0 0 0 0 0 0 0 0 0
Heavy Vehicle % 0% 0% 4% 0% 0% 0% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Peak Hour Factor 0.94 0.94 0.94 0.94
Adjustment
Adjusted 2023 Volumes 0 0 675 0 0 0 399 0 0 0 0 0 0 0 0 0
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 0 716 0 0 0 423 0 0 0 0 0 0 0 0 0

Project Trips
Trip Distribution IN 10% 45% 30%
Trip Distribution OUT 45% 30% 10%
Residential Trips 0 3 45 0 0 0 13 9 0 30 0 10 0 0 0 0

Trip Distribution IN 10% 45% 30%
Trip Distribution OUT 45% 30% 10%
Retail Trips 0 1 3 0 0 0 5 3 0 2 0 1 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Balance Trips

Total Project Trips 0 4 48 0 0 0 18 12 0 32 0 11 0 0 0 0

2026 Buildout Total 0 4 764 0 0 0 441 12 0 32 0 11 0 0 0 0

PM PEAK HOUR

Patrick Henry Parkway Patrick Henry Parkway Site Driveway B
Northbound Southbound Eastbound Westbound
Description U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right U-Turn Left Through Right

Observed 2023 Traffic Volumes 0 0 397 0 0 0 774 0 0 0 0 0 0 0 0 0
Pedestrians 0 0 0 0
Conflicting Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0
Heavy Vehicles 0 0 10 0 0 0 13 0 0 0 0 0 0 0 0 0
Heavy Vehicle % 0% 0% 3% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0%
Peak Hour Factor 0.95 0.95 0.95 0.95
Adjustment
Adjusted 2023 Volumes 0 0 397 0 0 0 774 0 0 0 0 0 0 0 0 0
Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%
Growth Factor 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061 1.061
New Road Adjustment
Other Proposed Developments
2026 Background Traffic 0 0 421 0 0 0 821 0 0 0 0 0 0 0 0 0

Project Trips
Trip Distribution IN 10% 45% 30%
Trip Distribution OUT 45% 30% 10%
Residential Trips 0 7 22 0 0 0 32 21 0 14 0 5 0 0 0 0

Trip Distribution IN 10% 45% 30%
Trip Distribution OUT 45% 30% 10%
Retail Trips 0 2 5 0 0 0 7 5 0 3 0 1 0 0 0 0

Pass-By Trips 0 1 -1 0 0 0 -2 2 0 1 0 2 0 0 0 0

Project Balance Trips

Total Project Trips 0 10 26 0 0 0 37 28 0 18 0 8 0 0 0 0

2026 Buildout Total 0 10 447 0 0 0 858 28 0 18 0 8 0 0 0 0
\\kimley-horn.com\so_amt\alp_tpto\118449002_waypoint patrick henry parkway tia - stockbridge - august 2023\analysis\[updated cqi_analysis-11thedition_ic-2ndeddaily_3rdedam-pm.xls]int #6 10/3/2023 7:29
APPENDIX C

Synchro Analysis Reports

Waypoint Henry County Residential │ Traffic Impact Study C
October 2023 │ KHA Project #118449002
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Existing 2023 AM Peak Conditions
1: I-75 Southbound Ramp & Hudson Bridge Road/Eagles Landing Parkway

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 1037 193 404 752 0 0 0 0 889 0 289
Future Volume (veh/h) 0 1037 193 404 752 0 0 0 0 889 0 289
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1856 1826 1796 1856 0 1841 0 1841
Adj Flow Rate, veh/h 0 1080 89 421 783 0 926 0 62
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 0 3 5 7 3 0 4 0 4
Cap, veh/h 0 3181 770 483 3495 0 1076 0 598
Arrive On Green 0.00 0.50 0.50 0.15 0.69 0.00 0.22 0.00 0.22
Sat Flow, veh/h 0 6643 1546 3319 5233 0 4944 0 2745
Grp Volume(v), veh/h 0 1080 89 421 783 0 926 0 62
Grp Sat Flow(s),veh/h/ln 0 1596 1546 1659 1689 0 1648 0 1373
Q Serve(g_s), s 0.0 13.3 4.0 16.1 7.4 0.0 23.4 0.0 2.3
Cycle Q Clear(g_c), s 0.0 13.3 4.0 16.1 7.4 0.0 23.4 0.0 2.3
Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3181 770 483 3495 0 1076 0 598
V/C Ratio(X) 0.00 0.34 0.12 0.87 0.22 0.00 0.86 0.00 0.10
Avail Cap(c_a), veh/h 0 3181 770 613 3495 0 1293 0 718
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.96 0.96 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 0.0 19.7 17.4 54.3 7.4 0.0 49.0 0.0 40.7
Incr Delay (d2), s/veh 0.0 0.3 0.3 10.5 0.1 0.0 5.3 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 4.8 1.4 7.3 2.4 0.0 10.2 0.0 2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 20.0 17.7 64.8 7.5 0.0 54.2 0.0 40.8
LnGrp LOS A B B E A A D A D
Approach Vol, veh/h 1169 1204 988
Approach Delay, s/veh 19.8 27.6 53.4
Approach LOS B C D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 95.7 34.3 24.9 70.8
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 84.0 34.0 24.0 54.0
Max Q Clear Time (g_c+I1), s 9.4 25.4 18.1 15.3
Green Ext Time (p_c), s 5.8 2.9 0.8 8.9
Intersection Summary
HCM 6th Ctrl Delay 32.5
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 1
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
2: I-75 Northbound Ramp & Eagles Landing Parkway Existing 2023 AM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 334 1595 0 0 991 990 156 0 595 0 0 0
Future Volume (veh/h) 334 1595 0 0 991 990 156 0 595 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 1856 0 0 1826 1856 1856 0 1841
Adj Flow Rate, veh/h 348 1661 0 0 1032 494 162 0 559
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 4 3 0 0 5 3 3 0 4
Cap, veh/h 418 4401 0 0 3268 1439 748 0 599
Arrive On Green 0.12 0.69 0.00 0.00 0.52 0.52 0.22 0.00 0.22
Sat Flow, veh/h 3401 6643 0 0 6537 2765 3428 0 2745
Grp Volume(v), veh/h 348 1661 0 0 1032 494 162 0 559
Grp Sat Flow(s),veh/h/ln1700 1596 0 0 1570 1382 1714 0 1373
Q Serve(g_s), s 13.0 14.2 0.0 0.0 12.3 13.6 5.0 0.0 26.0
Cycle Q Clear(g_c), s 13.0 14.2 0.0 0.0 12.3 13.6 5.0 0.0 26.0
Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 418 4401 0 0 3268 1439 748 0 599
V/C Ratio(X) 0.83 0.38 0.00 0.00 0.32 0.34 0.22 0.00 0.93
Avail Cap(c_a), veh/h 759 4401 0 0 3268 1439 765 0 612
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.80 0.80 0.00 0.00 0.84 0.84 1.00 0.00 1.00
Uniform Delay (d), s/veh55.7 8.5 0.0 0.0 17.9 18.2 41.7 0.0 49.9
Incr Delay (d2), s/veh 3.5 0.2 0.0 0.0 0.2 0.5 0.1 0.0 21.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln5.7 4.4 0.0 0.0 4.3 4.2 2.2 0.0 10.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.2 8.7 0.0 0.0 18.1 18.8 41.8 0.0 71.1
LnGrp LOS E A A A B B D A E
Approach Vol, veh/h 2009 1526 721
Approach Delay, s/veh 17.4 18.3 64.5
Approach LOS B B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s
22.0 73.6 95.6 34.4
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 54.0 89.0 29.0
Max Q Clear Time (g_c+I1),
15.0s 15.6 16.2 28.0
Green Ext Time (p_c), s 1.0 11.3 18.6 0.4
Intersection Summary
HCM 6th Ctrl Delay 25.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 2
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Existing 2023 AM Peak Conditions
3: Patrick Henry Parkway/Rock Quarry Road & Eagles Landing Parkway

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 603 1244 308 117 1271 235 33 247 253 100 194 263 426
Future Volume (veh/h) 603 1244 308 117 1271 235 33 247 253 100 194 263 426
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1856 1870 1870 1856 1870 1856 1826 1870 1870 1826 1811
Adj Flow Rate, veh/h 655 1352 172 127 1382 102 268 275 6 211 286 22
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 5 3 2 2 3 2 3 5 2 2 5 6
Cap, veh/h 757 2941 920 497 3252 807 451 412 188 445 361 596
Arrive On Green 0.04 0.19 0.19 0.05 0.51 0.51 0.08 0.12 0.12 0.07 0.10 0.10
Sat Flow, veh/h 3374 5066 1585 3456 6383 1585 3428 3469 1581 3456 3469 2693
Grp Volume(v), veh/h 655 1352 172 127 1382 102 268 275 6 211 286 22
Grp Sat Flow(s),veh/h/ln1687 1689 1585 1728 1596 1585 1714 1735 1581 1728 1735 1347
Q Serve(g_s), s 11.0 30.8 11.8 2.2 17.6 4.4 8.9 9.9 0.4 7.0 10.5 0.8
Cycle Q Clear(g_c), s 11.0 30.8 11.8 2.2 17.6 4.4 8.9 9.9 0.4 7.0 10.5 0.8
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 757 2941 920 497 3252 807 451 412 188 445 361 596
V/C Ratio(X) 0.87 0.46 0.19 0.26 0.43 0.13 0.59 0.67 0.03 0.47 0.79 0.04
Avail Cap(c_a), veh/h 1115 2941 920 631 3252 807 476 507 231 521 507 709
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh22.3 34.5 26.8 15.6 20.0 16.7 46.8 54.8 50.7 47.4 56.8 39.8
Incr Delay (d2), s/veh 4.2 0.4 0.4 0.3 0.4 0.3 1.8 2.4 0.1 0.8 5.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln5.9 14.0 4.9 0.8 6.3 1.6 3.8 4.4 0.2 3.0 4.8 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.5 34.9 27.2 15.8 20.4 17.0 48.7 57.3 50.7 48.2 62.5 39.8
LnGrp LOS C C C B C B D E D D E D
Approach Vol, veh/h 2179 1611 549 519
Approach Delay, s/veh 31.8 19.8 53.0 55.7
Approach LOS C B D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s
21.2 72.2 17.0 19.5 11.9 81.5 15.2 21.4
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 46.0 12.0 19.0 11.0 64.0 12.0 19.0
Max Q Clear Time (g_c+I1),
13.0s 19.6 10.9 12.5 4.2 32.8 9.0 11.9
Green Ext Time (p_c), s 2.2 11.1 0.1 0.9 0.2 11.9 0.2 0.8
Intersection Summary
HCM 6th Ctrl Delay 32.8
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 3
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
4: Driveway/Patrick Henry Parkway & Jodeco Road Existing 2023 AM Peak Conditions

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 380 604 71 15 24 1162 263 49 32 26 177 11 211
Future Volume (veh/h) 380 604 71 15 24 1162 263 49 32 26 177 11 211
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1870 1870 1870 1870 1856 1781 1870 1841 1856 1633 1856
Adj Flow Rate, veh/h 404 643 43 26 1236 108 52 34 0 188 12 36
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 4 2 2 2 2 3 8 2 4 3 18 3
Cap, veh/h 437 2248 1002 489 1776 785 145 234 0 249 308 296
Arrive On Green 0.16 0.63 0.63 0.03 0.50 0.50 0.07 0.07 0.00 0.07 0.19 0.19
Sat Flow, veh/h 1753 3554 1584 1781 3554 1571 1293 3647 0 3428 1633 1572
Grp Volume(v), veh/h 404 643 43 26 1236 108 52 34 0 188 12 36
Grp Sat Flow(s),veh/h/ln1753 1777 1584 1781 1777 1571 1293 1777 0 1714 1633 1572
Q Serve(g_s), s 16.5 9.7 1.2 0.8 32.0 4.4 4.7 1.1 0.0 6.5 0.7 2.3
Cycle Q Clear(g_c), s 16.5 9.7 1.2 0.8 32.0 4.4 4.7 1.1 0.0 6.5 0.7 2.3
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 437 2248 1002 489 1776 785 145 234 0 249 308 296
V/C Ratio(X) 0.92 0.29 0.04 0.05 0.70 0.14 0.36 0.15 0.00 0.76 0.04 0.12
Avail Cap(c_a), veh/h 577 2248 1002 571 1776 785 157 267 0 400 308 296
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh28.1 9.9 8.3 13.5 23.0 16.1 54.5 52.9 0.0 54.6 39.8 40.4
Incr Delay (d2), s/veh 17.6 0.3 0.1 0.0 2.3 0.4 1.5 0.3 0.0 4.6 0.1 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 13.4 3.5 0.4 0.3 13.0 1.6 1.6 0.5 0.0 2.9 0.3 0.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.7 10.2 8.4 13.6 25.3 16.5 56.0 53.1 0.0 59.2 39.9 40.6
LnGrp LOS D B A B C B E D A E D D
Approach Vol, veh/h 1090 1370 86 236
Approach Delay, s/veh 23.3 24.4 54.9 55.4
Approach LOS C C D E
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s
25.4 66.0 28.6 9.5 81.9 14.7 13.9
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 44.0 9.0 9.0 64.0 14.0 9.0
Max Q Clear Time (g_c+I1),
18.5s 34.0 4.3 2.8 11.7 8.5 6.7
Green Ext Time (p_c), s 0.9 5.7 0.0 0.0 4.6 0.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 27.5
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 4
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Existing 2023 PM Peak Conditions
1: I-75 Southbound Ramp & Hudson Bridge Road/Eagles Landing Parkway

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 1276 244 522 1293 0 0 0 0 1122 0 542
Future Volume (veh/h) 0 1276 244 522 1293 0 0 0 0 1122 0 542
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 1856 1870 0 1870 0 1870
Adj Flow Rate, veh/h 0 1302 95 533 1319 0 1145 0 496
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 0 2 2 3 2 0 2 0 2
Cap, veh/h 0 2854 703 549 3286 0 1388 0 771
Arrive On Green 0.00 0.44 0.44 0.16 0.64 0.00 0.28 0.00 0.28
Sat Flow, veh/h 0 6696 1585 3428 5274 0 5023 0 2790
Grp Volume(v), veh/h 0 1302 95 533 1319 0 1145 0 496
Grp Sat Flow(s),veh/h/ln 0 1609 1585 1714 1702 0 1674 0 1395
Q Serve(g_s), s 0.0 21.2 5.3 23.2 18.6 0.0 32.0 0.0 23.5
Cycle Q Clear(g_c), s 0.0 21.2 5.3 23.2 18.6 0.0 32.0 0.0 23.5
Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2854 703 549 3286 0 1388 0 771
V/C Ratio(X) 0.00 0.46 0.14 0.97 0.40 0.00 0.82 0.00 0.64
Avail Cap(c_a), veh/h 0 2854 703 549 3286 0 1808 0 1004
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.90 0.90 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 0.0 29.1 24.7 62.7 12.8 0.0 50.9 0.0 47.8
Incr Delay (d2), s/veh 0.0 0.5 0.4 29.3 0.3 0.0 2.5 0.0 0.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 8.1 2.1 12.1 6.8 0.0 13.9 0.0 17.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 29.6 25.1 92.0 13.2 0.0 53.4 0.0 48.7
LnGrp LOS A C C F B A D A D
Approach Vol, veh/h 1397 1852 1641
Approach Delay, s/veh 29.3 35.9 52.0
Approach LOS C D D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 102.5 47.5 30.0 72.5
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 84.0 54.0 24.0 54.0
Max Q Clear Time (g_c+I1), s 20.6 34.0 25.2 23.2
Green Ext Time (p_c), s 12.1 7.4 0.0 10.8
Intersection Summary
HCM 6th Ctrl Delay 39.4
HCM 6th LOS D
Notes
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 1
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
2: I-75 Northbound Ramp & Eagles Landing Parkway Existing 2023 PM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 303 2036 0 0 1609 921 231 0 414 0 0 0
Future Volume (veh/h) 303 2036 0 0 1609 921 231 0 414 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1841 1870 0 1826
Adj Flow Rate, veh/h 312 2099 0 0 1659 547 238 0 370
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 0 0 2 4 2 0 5
Cap, veh/h 368 4950 0 0 4007 1703 521 0 410
Arrive On Green 0.11 0.77 0.00 0.00 0.62 0.62 0.15 0.00 0.15
Sat Flow, veh/h 3456 6696 0 0 6696 2734 3456 0 2723
Grp Volume(v), veh/h 312 2099 0 0 1659 547 238 0 370
Grp Sat Flow(s),veh/h/ln1728 1609 0 0 1609 1367 1728 0 1362
Q Serve(g_s), s 13.3 16.8 0.0 0.0 19.7 14.1 9.4 0.0 20.0
Cycle Q Clear(g_c), s 13.3 16.8 0.0 0.0 19.7 14.1 9.4 0.0 20.0
Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 368 4950 0 0 4007 1703 521 0 410
V/C Ratio(X) 0.85 0.42 0.00 0.00 0.41 0.32 0.46 0.00 0.90
Avail Cap(c_a), veh/h 553 4950 0 0 4007 1703 553 0 436
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.73 0.73 0.00 0.00 0.76 0.76 1.00 0.00 1.00
Uniform Delay (d), s/veh65.8 5.9 0.0 0.0 14.4 13.3 58.1 0.0 62.6
Incr Delay (d2), s/veh 5.8 0.2 0.0 0.0 0.2 0.4 0.6 0.0 20.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.1 4.8 0.0 0.0 6.9 4.2 4.2 0.0 8.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.6 6.1 0.0 0.0 14.6 13.7 58.7 0.0 83.5
LnGrp LOS E A A A B B E A F
Approach Vol, veh/h 2411 2206 608
Approach Delay, s/veh 14.6 14.4 73.8
Approach LOS B B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s
22.0 99.4 121.4 28.6
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
24.0s 84.0 114.0 24.0
Max Q Clear Time (g_c+I1),
15.3s 21.7 18.8 22.0
Green Ext Time (p_c), s 0.7 24.7 32.1 0.6
Intersection Summary
HCM 6th Ctrl Delay 21.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 2
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Existing 2023 PM Peak Conditions
3: Patrick Henry Parkway/Rock Quarry Road & Eagles Landing Parkway

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 539 1601 366 179 1456 293 30 331 212 76 274 282 683
Future Volume (veh/h) 539 1601 366 179 1456 293 30 331 212 76 274 282 683
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1870 1870 1870 1856 1870 1870 1870 1870 1870 1856 1870
Adj Flow Rate, veh/h 550 1634 201 183 1486 172 338 216 10 280 288 196
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 3 2 2 2 3 2 2 2 2 2 3 2
Cap, veh/h 683 3047 946 419 3492 867 495 418 186 529 355 531
Arrive On Green 0.03 0.20 0.20 0.04 0.55 0.55 0.10 0.12 0.12 0.09 0.10 0.10
Sat Flow, veh/h 3428 5106 1585 3456 6383 1585 3456 3554 1585 3456 3526 2790
Grp Volume(v), veh/h 550 1634 201 183 1486 172 338 216 10 280 288 196
Grp Sat Flow(s),veh/h/ln1714 1702 1585 1728 1596 1585 1728 1777 1585 1728 1763 1395
Q Serve(g_s), s 9.5 43.1 15.9 3.5 20.6 8.3 13.0 8.6 0.8 10.8 12.0 9.2
Cycle Q Clear(g_c), s 9.5 43.1 15.9 3.5 20.6 8.3 13.0 8.6 0.8 10.8 12.0 9.2
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 683 3047 946 419 3492 867 495 418 186 529 355 531
V/C Ratio(X) 0.81 0.54 0.21 0.44 0.43 0.20 0.68 0.52 0.05 0.53 0.81 0.37
Avail Cap(c_a), veh/h 1221 3047 946 603 3492 867 577 569 254 555 447 603
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.85 0.85 0.85 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh21.1 41.6 30.7 19.6 20.1 17.3 53.3 62.2 58.8 54.1 66.1 52.9
Incr Delay (d2), s/veh 2.0 0.6 0.4 0.7 0.4 0.5 2.7 1.0 0.1 0.8 8.8 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln5.9 19.9 6.9 1.4 7.5 3.1 5.7 3.9 0.3 4.7 5.7 3.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.0 42.2 31.1 20.3 20.4 17.8 56.0 63.2 58.9 55.0 74.8 53.3
LnGrp LOS C D C C C B E E E D E D
Approach Vol, veh/h 2385 1841 564 764
Approach Delay, s/veh 36.8 20.2 58.8 62.0
Approach LOS D C E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s
19.4 88.1 21.4 21.1 12.0 95.5 18.9 23.6
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
37.0s 51.0 19.0 19.0 14.0 74.0 14.0 24.0
Max Q Clear Time (g_c+I1),
11.5s 22.6 15.0 14.0 5.5 45.1 12.8 10.6
Green Ext Time (p_c), s 1.9 12.9 0.5 1.1 0.3 14.7 0.1 0.9
Intersection Summary
HCM 6th Ctrl Delay 37.0
HCM 6th LOS D
Notes
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 3
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
4: Driveway/Patrick Henry Parkway & Jodeco Road Existing 2023 PM Peak Conditions

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 207 798 49 13 24 868 177 48 13 27 396 29 349
Future Volume (veh/h) 207 798 49 13 24 868 177 48 13 27 396 29 349
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1841 1707 1856 1870 1781 1870 1841 1870 1796 1870
Adj Flow Rate, veh/h 218 840 26 25 914 73 51 14 0 417 31 81
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 3 3 4 13 3 2 8 2 4 2 7 2
Cap, veh/h 389 1878 830 344 1698 763 160 260 0 507 493 434
Arrive On Green 0.08 0.53 0.53 0.03 0.48 0.48 0.07 0.07 0.00 0.15 0.27 0.27
Sat Flow, veh/h 1767 3526 1559 1626 3526 1583 1297 3647 0 3456 1796 1580
Grp Volume(v), veh/h 218 840 26 25 914 73 51 14 0 417 31 81
Grp Sat Flow(s),veh/h/ln1767 1763 1559 1626 1763 1583 1297 1777 0 1728 1796 1580
Q Serve(g_s), s 6.6 16.1 0.9 0.8 20.0 2.8 4.2 0.4 0.0 12.9 1.4 4.3
Cycle Q Clear(g_c), s 6.6 16.1 0.9 0.8 20.0 2.8 4.2 0.4 0.0 12.9 1.4 4.3
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 389 1878 830 344 1698 763 160 260 0 507 493 434
V/C Ratio(X) 0.56 0.45 0.03 0.07 0.54 0.10 0.32 0.05 0.00 0.82 0.06 0.19
Avail Cap(c_a), veh/h 472 1878 830 429 1698 763 172 291 0 911 493 434
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh14.6 15.8 12.2 13.9 20.0 15.5 49.2 47.4 0.0 45.5 29.4 30.5
Incr Delay (d2), s/veh 1.3 0.8 0.1 0.1 1.2 0.2 1.1 0.1 0.0 3.4 0.1 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln2.5 6.1 0.3 0.3 7.9 1.0 1.4 0.2 0.0 5.7 0.6 1.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.8 16.5 12.3 14.0 21.2 15.7 50.3 47.5 0.0 48.9 29.5 30.7
LnGrp LOS B B B B C B D D A D C C
Approach Vol, veh/h 1084 1012 65 529
Approach Delay, s/veh 16.3 20.6 49.7 45.0
Approach LOS B C D D
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s
14.8 59.0 36.2 9.2 64.6 22.2 14.1
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
14.0s 34.0 9.0 9.0 39.0 29.0 9.0
Max Q Clear Time (g_c+I1),
8.6s 22.0 6.3 2.8 18.1 14.9 6.2
Green Ext Time (p_c), s 0.3 4.8 0.1 0.0 5.5 1.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 24.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/05/2023 Page 4
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Projected
1: I-75 Southbound Ramp & Hudson Bridge Road/Eagles Landing 2026 No-Build AM Peak Conditions
Parkway

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 1100 205 429 798 0 0 0 0 943 0 307
Future Volume (veh/h) 0 1100 205 429 798 0 0 0 0 943 0 307
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1856 1826 1796 1856 0 1841 0 1841
Adj Flow Rate, veh/h 0 1146 91 447 831 0 982 0 68
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 0 3 5 7 3 0 4 0 4
Cap, veh/h 0 3070 743 508 3445 0 1126 0 625
Arrive On Green 0.00 0.48 0.48 0.15 0.68 0.00 0.23 0.00 0.23
Sat Flow, veh/h 0 6643 1546 3319 5233 0 4944 0 2745
Grp Volume(v), veh/h 0 1146 91 447 831 0 982 0 68
Grp Sat Flow(s),veh/h/ln 0 1596 1546 1659 1689 0 1648 0 1373
Q Serve(g_s), s 0.0 14.8 4.2 17.1 8.2 0.0 24.9 0.0 2.5
Cycle Q Clear(g_c), s 0.0 14.8 4.2 17.1 8.2 0.0 24.9 0.0 2.5
Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3070 743 508 3445 0 1126 0 625
V/C Ratio(X) 0.00 0.37 0.12 0.88 0.24 0.00 0.87 0.00 0.11
Avail Cap(c_a), veh/h 0 3070 743 613 3445 0 1293 0 718
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.95 0.95 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 0.0 21.3 18.6 53.9 8.0 0.0 48.4 0.0 39.8
Incr Delay (d2), s/veh 0.0 0.3 0.3 11.7 0.2 0.0 6.2 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 5.4 1.5 7.8 2.7 0.0 11.0 0.0 2.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 21.7 18.9 65.6 8.1 0.0 54.5 0.0 39.8
LnGrp LOS A C B E A A D A D
Approach Vol, veh/h 1237 1278 1050
Approach Delay, s/veh 21.5 28.2 53.6
Approach LOS C C D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 94.4 35.6 25.9 68.5
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 84.0 34.0 24.0 54.0
Max Q Clear Time (g_c+I1), s 10.2 26.9 19.1 16.8
Green Ext Time (p_c), s 6.3 2.7 0.7 9.6
Intersection Summary
HCM 6th Ctrl Delay 33.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 1
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
2: I-75 Northbound Ramp & Eagles Landing Parkway Projected 2026 No-Build AM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 354 1693 0 0 1052 1051 166 0 631 0 0 0
Future Volume (veh/h) 354 1693 0 0 1052 1051 166 0 631 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 1856 0 0 1826 1856 1856 0 1841
Adj Flow Rate, veh/h 369 1764 0 0 1096 526 173 0 596
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 4 3 0 0 5 3 3 0 4
Cap, veh/h 440 4370 0 0 3198 1408 765 0 612
Arrive On Green 0.13 0.68 0.00 0.00 0.51 0.51 0.22 0.00 0.22
Sat Flow, veh/h 3401 6643 0 0 6537 2765 3428 0 2745
Grp Volume(v), veh/h 369 1764 0 0 1096 526 173 0 596
Grp Sat Flow(s),veh/h/ln1700 1596 0 0 1570 1382 1714 0 1373
Q Serve(g_s), s 13.8 15.7 0.0 0.0 13.5 15.0 5.4 0.0 28.0
Cycle Q Clear(g_c), s 13.8 15.7 0.0 0.0 13.5 15.0 5.4 0.0 28.0
Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 440 4370 0 0 3198 1408 765 0 612
V/C Ratio(X) 0.84 0.40 0.00 0.00 0.34 0.37 0.23 0.00 0.97
Avail Cap(c_a), veh/h 759 4370 0 0 3198 1408 765 0 612
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.77 0.77 0.00 0.00 0.79 0.79 1.00 0.00 1.00
Uniform Delay (d), s/veh55.3 8.9 0.0 0.0 19.0 19.3 41.3 0.0 50.1
Incr Delay (d2), s/veh 3.4 0.2 0.0 0.0 0.2 0.6 0.1 0.0 29.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.0 4.8 0.0 0.0 4.8 4.7 2.3 0.0 12.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.6 9.1 0.0 0.0 19.2 19.9 41.5 0.0 79.7
LnGrp LOS E A A A B B D A E
Approach Vol, veh/h 2133 1622 769
Approach Delay, s/veh 17.7 19.4 71.1
Approach LOS B B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s
22.8 72.2 95.0 35.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 54.0 89.0 29.0
Max Q Clear Time (g_c+I1),
15.8s 17.0 17.7 30.0
Green Ext Time (p_c), s 1.0 12.2 20.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 2
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
3: Patrick Henry Parkway/Rock Quarry Road & Eagles LandingProjected
Parkway 2026 No-Build AM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 640 1320 327 124 1349 249 35 262 268 106 206 279 452
Future Volume (veh/h) 640 1320 327 124 1349 249 35 262 268 106 206 279 452
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1856 1870 1870 1856 1870 1856 1826 1870 1870 1826 1811
Adj Flow Rate, veh/h 696 1435 184 135 1466 109 285 291 6 224 303 436
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 5 3 2 2 3 2 3 5 2 2 5 6
Cap, veh/h 793 2724 852 439 2733 679 494 558 254 533 507 813
Arrive On Green 0.05 0.18 0.18 0.05 0.43 0.43 0.09 0.16 0.16 0.07 0.15 0.15
Sat Flow, veh/h 3374 5066 1585 3456 6383 1585 3428 3469 1582 3456 3469 2696
Grp Volume(v), veh/h 696 1435 184 135 1466 109 285 291 6 224 303 436
Grp Sat Flow(s),veh/h/ln1687 1689 1585 1728 1596 1585 1714 1735 1582 1728 1735 1348
Q Serve(g_s), s 16.2 33.4 12.9 2.8 22.2 5.5 9.1 10.0 0.4 7.1 10.6 17.5
Cycle Q Clear(g_c), s 16.2 33.4 12.9 2.8 22.2 5.5 9.1 10.0 0.4 7.1 10.6 17.5
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 793 2724 852 439 2733 679 494 558 254 533 507 813
V/C Ratio(X) 0.88 0.53 0.22 0.31 0.54 0.16 0.58 0.52 0.02 0.42 0.60 0.54
Avail Cap(c_a), veh/h 1022 2724 852 573 2733 679 516 558 254 606 507 813
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.81 0.81 0.81 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh32.6 38.5 30.0 20.5 27.6 22.8 42.4 50.0 46.0 42.9 51.9 37.8
Incr Delay (d2), s/veh 5.9 0.6 0.5 0.4 0.8 0.5 1.5 0.9 0.0 0.5 1.9 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 12.7 15.2 5.5 1.1 8.3 2.1 3.9 4.3 0.2 3.0 4.7 5.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.5 39.1 30.5 20.9 28.3 23.3 43.8 50.8 46.0 43.4 53.8 38.5
LnGrp LOS D D C C C C D D D D D D
Approach Vol, veh/h 2315 1710 582 963
Approach Delay, s/veh 38.2 27.4 47.4 44.5
Approach LOS D C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s
26.2 61.7 17.2 25.0 12.0 75.9 15.2 26.9
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 46.0 12.0 19.0 11.0 64.0 12.0 19.0
Max Q Clear Time (g_c+I1),
18.2s 24.2 11.1 19.5 4.8 35.4 9.1 12.0
Green Ext Time (p_c), s 2.0 10.8 0.1 0.0 0.2 12.4 0.2 0.9
Intersection Summary
HCM 6th Ctrl Delay 36.9
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 3
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
4: Driveway/Patrick Henry Parkway & Jodeco Road Projected 2026 No-Build AM Peak Conditions

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 403 641 75 16 25 1233 279 52 34 28 188 12 224
Future Volume (veh/h) 403 641 75 16 25 1233 279 52 34 28 188 12 224
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1870 1870 1870 1870 1856 1781 1870 1841 1856 1633 1856
Adj Flow Rate, veh/h 429 682 45 27 1312 111 55 36 0 200 13 39
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 4 2 2 2 2 3 8 2 4 3 18 3
Cap, veh/h 459 2232 995 448 1638 724 145 235 0 261 314 302
Arrive On Green 0.20 0.63 0.63 0.03 0.46 0.46 0.07 0.07 0.00 0.08 0.19 0.19
Sat Flow, veh/h 1753 3554 1584 1781 3554 1571 1288 3647 0 3428 1633 1572
Grp Volume(v), veh/h 429 682 45 27 1312 111 55 36 0 200 13 39
Grp Sat Flow(s),veh/h/ln1753 1777 1584 1781 1777 1571 1288 1777 0 1714 1633 1572
Q Serve(g_s), s 20.9 10.6 1.3 0.9 37.9 4.9 5.0 1.1 0.0 6.9 0.8 2.5
Cycle Q Clear(g_c), s 20.9 10.6 1.3 0.9 37.9 4.9 5.0 1.1 0.0 6.9 0.8 2.5
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 459 2232 995 448 1638 724 145 235 0 261 314 302
V/C Ratio(X) 0.93 0.31 0.05 0.06 0.80 0.15 0.38 0.15 0.00 0.77 0.04 0.13
Avail Cap(c_a), veh/h 538 2232 995 529 1638 724 157 267 0 400 314 302
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh32.8 10.3 8.5 15.8 27.7 18.8 54.7 52.9 0.0 54.4 39.5 40.1
Incr Delay (d2), s/veh 21.9 0.4 0.1 0.1 4.2 0.4 1.6 0.3 0.0 4.7 0.1 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 14.7 3.8 0.5 0.4 16.0 1.8 1.7 0.5 0.0 3.1 0.3 1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.7 10.6 8.6 15.9 31.9 19.2 56.3 53.2 0.0 59.1 39.5 40.3
LnGrp LOS D B A B C B E D A E D D
Approach Vol, veh/h 1156 1450 91 252
Approach Delay, s/veh 26.9 30.6 55.1 55.2
Approach LOS C C E E
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s
29.6 61.3 29.1 9.6 81.4 15.1 13.9
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 44.0 9.0 9.0 64.0 14.0 9.0
Max Q Clear Time (g_c+I1),
22.9s 39.9 4.5 2.9 12.6 8.9 7.0
Green Ext Time (p_c), s 0.7 2.9 0.0 0.0 5.0 0.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 32.0
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 4
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Projected
1: I-75 Southbound Ramp & Hudson Bridge Road/Eagles Landing 2026 No-Build PM Peak Conditions
Parkway

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 1354 259 554 1372 0 0 0 0 1191 0 575
Future Volume (veh/h) 0 1354 259 554 1372 0 0 0 0 1191 0 575
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 1856 1870 0 1870 0 1870
Adj Flow Rate, veh/h 0 1382 95 565 1400 0 1215 0 541
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 0 2 2 3 2 0 2 0 2
Cap, veh/h 0 2761 680 549 3212 0 1461 0 812
Arrive On Green 0.00 0.43 0.43 0.16 0.63 0.00 0.29 0.00 0.29
Sat Flow, veh/h 0 6696 1585 3428 5274 0 5023 0 2790
Grp Volume(v), veh/h 0 1382 95 565 1400 0 1215 0 541
Grp Sat Flow(s),veh/h/ln 0 1609 1585 1714 1702 0 1674 0 1395
Q Serve(g_s), s 0.0 23.4 5.5 24.0 21.0 0.0 33.9 0.0 25.6
Cycle Q Clear(g_c), s 0.0 23.4 5.5 24.0 21.0 0.0 33.9 0.0 25.6
Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2761 680 549 3212 0 1461 0 812
V/C Ratio(X) 0.00 0.50 0.14 1.03 0.44 0.00 0.83 0.00 0.67
Avail Cap(c_a), veh/h 0 2761 680 549 3212 0 1808 0 1004
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.88 0.88 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 0.0 31.1 26.0 63.0 14.2 0.0 49.7 0.0 46.8
Incr Delay (d2), s/veh 0.0 0.7 0.4 44.0 0.4 0.0 2.8 0.0 1.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 9.0 2.1 13.6 7.8 0.0 14.7 0.0 19.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 31.8 26.4 107.0 14.6 0.0 52.6 0.0 48.0
LnGrp LOS A C C F B A D A D
Approach Vol, veh/h 1477 1965 1756
Approach Delay, s/veh 31.4 41.2 51.2
Approach LOS C D D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 100.4 49.6 30.0 70.4
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 84.0 54.0 24.0 54.0
Max Q Clear Time (g_c+I1), s 23.0 35.9 26.0 25.4
Green Ext Time (p_c), s 13.3 7.7 0.0 11.4
Intersection Summary
HCM 6th Ctrl Delay 41.8
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 1
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
2: I-75 Northbound Ramp & Eagles Landing Parkway Projected 2026 No-Build PM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 321 2161 0 0 1707 977 245 0 439 0 0 0
Future Volume (veh/h) 321 2161 0 0 1707 977 245 0 439 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1841 1870 0 1826
Adj Flow Rate, veh/h 331 2228 0 0 1760 583 253 0 396
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 0 0 2 4 2 0 5
Cap, veh/h 387 4904 0 0 3926 1668 545 0 430
Arrive On Green 0.11 0.76 0.00 0.00 0.61 0.61 0.16 0.00 0.16
Sat Flow, veh/h 3456 6696 0 0 6696 2734 3456 0 2723
Grp Volume(v), veh/h 331 2228 0 0 1760 583 253 0 396
Grp Sat Flow(s),veh/h/ln1728 1609 0 0 1609 1367 1728 0 1362
Q Serve(g_s), s 14.1 18.9 0.0 0.0 22.0 15.8 10.0 0.0 21.5
Cycle Q Clear(g_c), s 14.1 18.9 0.0 0.0 22.0 15.8 10.0 0.0 21.5
Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 387 4904 0 0 3926 1668 545 0 430
V/C Ratio(X) 0.85 0.45 0.00 0.00 0.45 0.35 0.46 0.00 0.92
Avail Cap(c_a), veh/h 553 4904 0 0 3926 1668 553 0 436
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.68 0.68 0.00 0.00 0.71 0.71 1.00 0.00 1.00
Uniform Delay (d), s/veh65.4 6.5 0.0 0.0 15.7 14.5 57.4 0.0 62.3
Incr Delay (d2), s/veh 6.3 0.2 0.0 0.0 0.3 0.4 0.6 0.0 24.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.5 5.5 0.0 0.0 7.8 4.8 4.5 0.0 9.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.7 6.7 0.0 0.0 16.0 14.9 58.0 0.0 87.0
LnGrp LOS E A A A B B E A F
Approach Vol, veh/h 2559 2343 649
Approach Delay, s/veh 15.1 15.7 75.7
Approach LOS B B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s
22.8 97.5 120.3 29.7
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
24.0s 84.0 114.0 24.0
Max Q Clear Time (g_c+I1),
16.1s 24.0 20.9 23.5
Green Ext Time (p_c), s 0.7 27.2 36.8 0.2
Intersection Summary
HCM 6th Ctrl Delay 22.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved volume balancing among the lanes for turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 2
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
3: Patrick Henry Parkway/Rock Quarry Road & Eagles LandingProjected
Parkway 2026 No-Build PM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 572 1699 388 190 1545 311 32 351 225 81 291 299 725
Future Volume (veh/h) 572 1699 388 190 1545 311 32 351 225 81 291 299 725
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1870 1870 1870 1856 1870 1870 1870 1870 1870 1856 1870
Adj Flow Rate, veh/h 584 1734 249 194 1577 182 358 230 11 297 305 694
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 3 2 2 2 3 2 2 2 2 2 3 2
Cap, veh/h 672 2887 896 381 3205 796 551 511 228 589 447 649
Arrive On Green 0.04 0.19 0.19 0.04 0.50 0.50 0.11 0.14 0.14 0.09 0.13 0.13
Sat Flow, veh/h 3428 5106 1585 3456 6383 1585 3456 3554 1585 3456 3526 2790
Grp Volume(v), veh/h 584 1734 249 194 1577 182 358 230 11 297 305 694
Grp Sat Flow(s),veh/h/ln1714 1702 1585 1728 1596 1585 1728 1777 1585 1728 1763 1395
Q Serve(g_s), s 11.9 46.7 20.2 4.1 24.5 9.7 13.3 8.9 0.9 11.1 12.4 19.0
Cycle Q Clear(g_c), s 11.9 46.7 20.2 4.1 24.5 9.7 13.3 8.9 0.9 11.1 12.4 19.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 672 2887 896 381 3205 796 551 511 228 589 447 649
V/C Ratio(X) 0.87 0.60 0.28 0.51 0.49 0.23 0.65 0.45 0.05 0.50 0.68 1.07
Avail Cap(c_a), veh/h 1153 2887 896 556 3205 796 625 569 254 608 447 649
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh28.2 45.5 34.7 23.6 24.7 21.0 50.0 58.8 55.3 50.8 62.6 57.5
Incr Delay (d2), s/veh 3.2 0.8 0.6 1.1 0.5 0.7 2.0 0.6 0.1 0.7 4.2 55.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.0 21.5 8.8 1.6 9.1 3.7 5.8 4.0 0.4 4.8 5.7 17.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.3 46.3 35.4 24.7 25.2 21.7 52.0 59.4 55.4 51.4 66.9 112.7
LnGrp LOS C D D C C C D E E D E F
Approach Vol, veh/h 2567 1953 599 1296
Approach Delay, s/veh 41.8 24.8 54.9 87.9
Approach LOS D C D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s
21.9 81.3 21.8 25.0 12.4 90.8 19.2 27.6
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
37.0s 51.0 19.0 19.0 14.0 74.0 14.0 24.0
Max Q Clear Time (g_c+I1),
13.9s 26.5 15.3 21.0 6.1 48.7 13.1 10.9
Green Ext Time (p_c), s 2.1 12.9 0.5 0.0 0.3 14.9 0.1 1.0
Intersection Summary
HCM 6th Ctrl Delay 47.2
HCM 6th LOS D
Notes
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 3
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
4: Driveway/Patrick Henry Parkway & Jodeco Road Projected 2026 No-Build PM Peak Conditions

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 220 847 52 14 25 921 188 51 14 29 420 31 370
Future Volume (veh/h) 220 847 52 14 25 921 188 51 14 29 420 31 370
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1841 1707 1856 1870 1781 1870 1841 1870 1796 1870
Adj Flow Rate, veh/h 232 892 26 26 969 72 54 15 0 442 33 214
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 3 3 4 13 3 2 8 2 4 2 7 2
Cap, veh/h 370 1848 817 321 1652 742 161 261 0 533 507 446
Arrive On Green 0.09 0.52 0.52 0.03 0.47 0.47 0.07 0.07 0.00 0.15 0.28 0.28
Sat Flow, veh/h 1767 3526 1559 1626 3526 1583 1295 3647 0 3456 1796 1580
Grp Volume(v), veh/h 232 892 26 26 969 72 54 15 0 442 33 214
Grp Sat Flow(s),veh/h/ln1767 1763 1559 1626 1763 1583 1295 1777 0 1728 1796 1580
Q Serve(g_s), s 7.1 17.7 0.9 0.9 22.2 2.8 4.4 0.4 0.0 13.6 1.5 12.4
Cycle Q Clear(g_c), s 7.1 17.7 0.9 0.9 22.2 2.8 4.4 0.4 0.0 13.6 1.5 12.4
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 370 1848 817 321 1652 742 161 261 0 533 507 446
V/C Ratio(X) 0.63 0.48 0.03 0.08 0.59 0.10 0.34 0.06 0.00 0.83 0.07 0.48
Avail Cap(c_a), veh/h 444 1848 817 405 1652 742 171 291 0 911 507 446
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh16.0 16.7 12.7 14.7 21.4 16.3 49.3 47.4 0.0 45.1 28.9 32.8
Incr Delay (d2), s/veh 2.0 0.9 0.1 0.1 1.5 0.3 1.2 0.1 0.0 3.4 0.1 0.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln2.7 6.8 0.3 0.3 8.8 1.0 1.5 0.2 0.0 6.0 0.6 4.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.1 17.6 12.7 14.8 22.9 16.5 50.5 47.5 0.0 48.5 28.9 33.6
LnGrp LOS B B B B C B D D A D C C
Approach Vol, veh/h 1150 1067 69 689
Approach Delay, s/veh 17.6 22.3 49.8 42.9
Approach LOS B C D D
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s
15.4 57.6 37.1 9.3 63.6 23.0 14.1
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
14.0s 34.0 9.0 9.0 39.0 29.0 9.0
Max Q Clear Time (g_c+I1),
9.1s 24.2 14.4 2.9 19.7 15.6 6.4
Green Ext Time (p_c), s 0.3 4.5 0.0 0.0 5.7 1.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 4
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
1: I-75 Southbound Ramp & Hudson Bridge Road/Eagles LandingProjected
Parkway 2026 Build AM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 1104 205 440 808 0 0 0 0 957 0 307
Future Volume (veh/h) 0 1104 205 440 808 0 0 0 0 957 0 307
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1856 1826 1796 1856 0 1841 0 1841
Adj Flow Rate, veh/h 0 1150 91 458 842 0 997 0 69
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 0 3 5 7 3 0 4 0 4
Cap, veh/h 0 3034 735 518 3432 0 1138 0 632
Arrive On Green 0.00 0.48 0.48 0.16 0.68 0.00 0.23 0.00 0.23
Sat Flow, veh/h 0 6643 1546 3319 5233 0 4944 0 2745
Grp Volume(v), veh/h 0 1150 91 458 842 0 997 0 69
Grp Sat Flow(s),veh/h/ln 0 1596 1546 1659 1689 0 1648 0 1373
Q Serve(g_s), s 0.0 15.0 4.3 17.6 8.4 0.0 25.3 0.0 2.6
Cycle Q Clear(g_c), s 0.0 15.0 4.3 17.6 8.4 0.0 25.3 0.0 2.6
Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3034 735 518 3432 0 1138 0 632
V/C Ratio(X) 0.00 0.38 0.12 0.88 0.25 0.00 0.88 0.00 0.11
Avail Cap(c_a), veh/h 0 3034 735 613 3432 0 1293 0 718
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.95 0.95 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 0.0 21.8 19.0 53.7 8.1 0.0 48.2 0.0 39.5
Incr Delay (d2), s/veh 0.0 0.4 0.3 12.3 0.2 0.0 6.4 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 5.5 1.6 8.0 2.8 0.0 11.1 0.0 2.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 22.2 19.4 66.1 8.3 0.0 54.7 0.0 39.6
LnGrp LOS A C B E A A D A D
Approach Vol, veh/h 1241 1300 1066
Approach Delay, s/veh 22.0 28.6 53.7
Approach LOS C C D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 94.1 35.9 26.3 67.8
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 84.0 34.0 24.0 54.0
Max Q Clear Time (g_c+I1), s 10.4 27.3 19.6 17.0
Green Ext Time (p_c), s 6.4 2.7 0.7 9.7
Intersection Summary
HCM 6th Ctrl Delay 33.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 1
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
2: I-75 Northbound Ramp & Eagles Landing Parkway Projected 2026 Build AM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 354 1711 0 0 1073 1088 166 0 635 0 0 0
Future Volume (veh/h) 354 1711 0 0 1073 1088 166 0 635 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 1856 0 0 1826 1856 1856 0 1841
Adj Flow Rate, veh/h 369 1782 0 0 1118 564 173 0 600
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 4 3 0 0 5 3 3 0 4
Cap, veh/h 440 4370 0 0 3198 1408 765 0 612
Arrive On Green 0.13 0.68 0.00 0.00 0.51 0.51 0.22 0.00 0.22
Sat Flow, veh/h 3401 6643 0 0 6537 2765 3428 0 2745
Grp Volume(v), veh/h 369 1782 0 0 1118 564 173 0 600
Grp Sat Flow(s),veh/h/ln1700 1596 0 0 1570 1382 1714 0 1373
Q Serve(g_s), s 13.8 15.9 0.0 0.0 13.8 16.4 5.4 0.0 28.2
Cycle Q Clear(g_c), s 13.8 15.9 0.0 0.0 13.8 16.4 5.4 0.0 28.2
Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 440 4370 0 0 3198 1408 765 0 612
V/C Ratio(X) 0.84 0.41 0.00 0.00 0.35 0.40 0.23 0.00 0.98
Avail Cap(c_a), veh/h 759 4370 0 0 3198 1408 765 0 612
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.77 0.77 0.00 0.00 0.77 0.77 1.00 0.00 1.00
Uniform Delay (d), s/veh55.3 9.0 0.0 0.0 19.1 19.7 41.3 0.0 50.2
Incr Delay (d2), s/veh 3.4 0.2 0.0 0.0 0.2 0.7 0.1 0.0 31.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.0 4.9 0.0 0.0 4.9 5.1 2.3 0.0 12.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.6 9.2 0.0 0.0 19.3 20.3 41.5 0.0 81.3
LnGrp LOS E A A A B C D A F
Approach Vol, veh/h 2151 1682 773
Approach Delay, s/veh 17.7 19.6 72.4
Approach LOS B B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s
22.8 72.2 95.0 35.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 54.0 89.0 29.0
Max Q Clear Time (g_c+I1),
15.8s 18.4 17.9 30.2
Green Ext Time (p_c), s 1.0 12.6 21.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 27.6
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 2
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Projected 2026 Build AM Peak Conditions
3: Patrick Henry Parkway/Rock Quarry Road & Eagles Landing Parkway

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 640 1320 349 128 1349 249 35 320 279 117 206 283 452
Future Volume (veh/h) 640 1320 349 128 1349 249 35 320 279 117 206 283 452
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1856 1870 1870 1856 1870 1856 1826 1870 1870 1826 1811
Adj Flow Rate, veh/h 696 1435 211 139 1466 108 348 303 7 224 308 436
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 5 3 2 2 3 2 3 5 2 2 5 6
Cap, veh/h 793 2690 842 430 2680 666 514 580 265 538 507 818
Arrive On Green 0.05 0.18 0.18 0.05 0.42 0.42 0.09 0.17 0.17 0.07 0.15 0.15
Sat Flow, veh/h 3374 5066 1585 3456 6383 1585 3428 3469 1582 3456 3469 2696
Grp Volume(v), veh/h 696 1435 211 139 1466 108 348 303 7 224 308 436
Grp Sat Flow(s),veh/h/ln1687 1689 1585 1728 1596 1585 1714 1735 1582 1728 1735 1348
Q Serve(g_s), s 16.4 33.5 14.9 2.9 22.5 5.5 11.2 10.4 0.5 7.1 10.8 17.5
Cycle Q Clear(g_c), s 16.4 33.5 14.9 2.9 22.5 5.5 11.2 10.4 0.5 7.1 10.8 17.5
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 793 2690 842 430 2680 666 514 580 265 538 507 818
V/C Ratio(X) 0.88 0.53 0.25 0.32 0.55 0.16 0.68 0.52 0.03 0.42 0.61 0.53
Avail Cap(c_a), veh/h 1016 2690 842 564 2680 666 514 580 265 611 507 818
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh33.1 39.0 31.3 21.2 28.4 23.5 42.6 49.4 45.3 42.8 52.0 37.7
Incr Delay (d2), s/veh 6.0 0.6 0.6 0.4 0.8 0.5 3.5 0.8 0.0 0.5 2.1 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 12.7 15.3 6.4 1.2 8.4 2.1 4.9 4.5 0.2 3.0 4.7 5.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.0 39.6 31.9 21.6 29.2 24.0 46.1 50.2 45.3 43.3 54.1 38.3
LnGrp LOS D D C C C C D D D D D D
Approach Vol, veh/h 2342 1713 658 968
Approach Delay, s/veh 38.7 28.3 48.0 44.5
Approach LOS D C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s
26.4 60.6 18.0 25.0 12.0 75.0 15.2 27.8
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 46.0 12.0 19.0 11.0 64.0 12.0 19.0
Max Q Clear Time (g_c+I1),
18.4s 24.5 13.2 19.5 4.9 35.5 9.1 12.4
Green Ext Time (p_c), s 2.0 10.8 0.0 0.0 0.2 12.5 0.2 0.9
Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 3
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
4: Driveway/Patrick Henry Parkway & Jodeco Road Projected 2026 Build AM Peak Conditions

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 408 641 75 16 25 1233 283 52 34 28 203 12 235
Future Volume (veh/h) 408 641 75 16 25 1233 283 52 34 28 203 12 235
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1870 1870 1870 1870 1856 1781 1870 1841 1856 1633 1856
Adj Flow Rate, veh/h 434 682 45 27 1312 111 55 36 0 216 13 41
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 4 2 2 2 2 3 8 2 4 3 18 3
Cap, veh/h 464 2216 987 440 1599 707 145 235 0 277 322 310
Arrive On Green 0.20 0.62 0.62 0.03 0.45 0.45 0.07 0.07 0.00 0.08 0.20 0.20
Sat Flow, veh/h 1753 3554 1584 1781 3554 1571 1286 3647 0 3428 1633 1572
Grp Volume(v), veh/h 434 682 45 27 1312 111 55 36 0 216 13 41
Grp Sat Flow(s),veh/h/ln1753 1777 1584 1781 1777 1571 1286 1777 0 1714 1633 1572
Q Serve(g_s), s 21.7 10.7 1.3 1.0 38.6 5.0 5.0 1.1 0.0 7.4 0.8 2.6
Cycle Q Clear(g_c), s 21.7 10.7 1.3 1.0 38.6 5.0 5.0 1.1 0.0 7.4 0.8 2.6
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 464 2216 987 440 1599 707 145 235 0 277 322 310
V/C Ratio(X) 0.94 0.31 0.05 0.06 0.82 0.16 0.38 0.15 0.00 0.78 0.04 0.13
Avail Cap(c_a), veh/h 531 2216 987 521 1599 707 156 267 0 400 322 310
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh33.4 10.5 8.8 16.5 28.8 19.5 54.7 52.9 0.0 54.1 39.0 39.7
Incr Delay (d2), s/veh 22.7 0.4 0.1 0.1 4.8 0.5 1.6 0.3 0.0 6.1 0.1 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 15.0 3.9 0.5 0.4 16.4 1.9 1.7 0.5 0.0 3.4 0.3 1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.1 10.9 8.8 16.5 33.6 20.0 56.3 53.2 0.0 60.2 39.1 39.9
LnGrp LOS E B A B C B E D A E D D
Approach Vol, veh/h 1161 1450 91 270
Approach Delay, s/veh 27.7 32.3 55.1 56.1
Approach LOS C C E E
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s
30.4 60.0 29.6 9.6 80.8 15.7 13.9
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
29.0s 44.0 9.0 9.0 64.0 14.0 9.0
Max Q Clear Time (g_c+I1),
23.7s 40.6 4.6 3.0 12.7 9.4 7.0
Green Ext Time (p_c), s 0.7 2.5 0.0 0.0 5.0 0.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 33.3
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 4
HCM 6th TWSC Patrick Henry Parkway
5: Patrick Henry Parkway & Site Driveway A Projected 2026 Build AM Peak Conditions

Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 32 11 4 764 441 12
Future Vol, veh/h 32 11 4 764 441 12
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 34 12 4 813 469 13

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1297 476 482 0 - 0
Stage 1 476 - - - - -
Stage 2 821 - - - - -
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.4 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 180 593 1091 - - -
Stage 1 629 - - - - -
Stage 2 436 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 179 593 1091 - - -
Mov Cap-2 Maneuver 179 - - - - -
Stage 1 625 - - - - -
Stage 2 436 - - - - -

Approach EB NB SB
HCM Control Delay, s 25.8 0 0
HCM LOS D

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1091 - 218 - -
HCM Lane V/C Ratio 0.004 - 0.21 - -
HCM Control Delay (s) 8.3 0 25.8 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0 - 0.8 - -

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 5
HCM 6th TWSC Patrick Henry Parkway
6: Patrick Henry Parkway & Site Driveway B Projected 2026 Build AM Peak Conditions

Intersection
Int Delay, s/veh 1.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 48 15 5 720 434 18
Future Vol, veh/h 48 15 5 720 434 18
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 51 16 5 766 462 19

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1248 472 481 0 - 0
Stage 1 472 - - - - -
Stage 2 776 - - - - -
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.4 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 193 596 1092 - - -
Stage 1 632 - - - - -
Stage 2 457 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 191 596 1092 - - -
Mov Cap-2 Maneuver 191 - - - - -
Stage 1 627 - - - - -
Stage 2 457 - - - - -

Approach EB NB SB
HCM Control Delay, s 27.2 0.1 0
HCM LOS D

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1092 - 228 - -
HCM Lane V/C Ratio 0.005 - 0.294 - -
HCM Control Delay (s) 8.3 0 27.2 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0 - 1.2 - -

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 6
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
1: I-75 Southbound Ramp & Hudson Bridge Road/Eagles LandingProjected
Parkway 2026 Build PM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 0 1363 259 560 1378 0 0 0 0 1220 0 575
Future Volume (veh/h) 0 1363 259 560 1378 0 0 0 0 1220 0 575
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 1856 1870 0 1870 0 1870
Adj Flow Rate, veh/h 0 1391 93 571 1406 0 1245 0 541
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 0 2 2 3 2 0 2 0 2
Cap, veh/h 0 2726 671 549 3184 0 1489 0 827
Arrive On Green 0.00 0.42 0.42 0.16 0.62 0.00 0.30 0.00 0.30
Sat Flow, veh/h 0 6696 1585 3428 5274 0 5023 0 2790
Grp Volume(v), veh/h 0 1391 93 571 1406 0 1245 0 541
Grp Sat Flow(s),veh/h/ln 0 1609 1585 1714 1702 0 1674 0 1395
Q Serve(g_s), s 0.0 23.8 5.4 24.0 21.5 0.0 34.8 0.0 25.4
Cycle Q Clear(g_c), s 0.0 23.8 5.4 24.0 21.5 0.0 34.8 0.0 25.4
Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2726 671 549 3184 0 1489 0 827
V/C Ratio(X) 0.00 0.51 0.14 1.04 0.44 0.00 0.84 0.00 0.65
Avail Cap(c_a), veh/h 0 2726 671 549 3184 0 1808 0 1004
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.88 0.88 0.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 0.0 31.8 26.5 63.0 14.7 0.0 49.4 0.0 46.1
Incr Delay (d2), s/veh 0.0 0.7 0.4 47.1 0.4 0.0 3.0 0.0 1.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 9.2 2.1 13.9 8.0 0.0 15.1 0.0 19.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 32.5 26.9 110.1 15.1 0.0 52.4 0.0 47.2
LnGrp LOS A C C F B A D A D
Approach Vol, veh/h 1484 1977 1786
Approach Delay, s/veh 32.1 42.5 50.8
Approach LOS C D D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 99.5 50.5 30.0 69.5
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 84.0 54.0 24.0 54.0
Max Q Clear Time (g_c+I1), s 23.5 36.8 26.0 25.8
Green Ext Time (p_c), s 13.4 7.7 0.0 11.4
Intersection Summary
HCM 6th Ctrl Delay 42.4
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 1
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
2: I-75 Northbound Ramp & Eagles Landing Parkway Projected 2026 Build PM Peak Conditions

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 321 2199 0 0 1719 997 245 0 448 0 0 0
Future Volume (veh/h) 321 2199 0 0 1719 997 245 0 448 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1841 1870 0 1826
Adj Flow Rate, veh/h 331 2267 0 0 1772 596 253 0 405
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 0 0 2 4 2 0 5
Cap, veh/h 387 4890 0 0 3912 1662 553 0 436
Arrive On Green 0.11 0.76 0.00 0.00 0.61 0.61 0.16 0.00 0.16
Sat Flow, veh/h 3456 6696 0 0 6696 2734 3456 0 2723
Grp Volume(v), veh/h 331 2267 0 0 1772 596 253 0 405
Grp Sat Flow(s),veh/h/ln1728 1609 0 0 1609 1367 1728 0 1362
Q Serve(g_s), s 14.1 19.6 0.0 0.0 22.4 16.4 10.0 0.0 22.0
Cycle Q Clear(g_c), s 14.1 19.6 0.0 0.0 22.4 16.4 10.0 0.0 22.0
Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 387 4890 0 0 3912 1662 553 0 436
V/C Ratio(X) 0.85 0.46 0.00 0.00 0.45 0.36 0.46 0.00 0.93
Avail Cap(c_a), veh/h 553 4890 0 0 3912 1662 553 0 436
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.67 0.67 0.00 0.00 0.70 0.70 1.00 0.00 1.00
Uniform Delay (d), s/veh65.4 6.7 0.0 0.0 15.9 14.7 57.1 0.0 62.2
Incr Delay (d2), s/veh 6.2 0.2 0.0 0.0 0.3 0.4 0.6 0.0 26.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.4 5.7 0.0 0.0 7.9 5.0 4.5 0.0 9.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.6 6.9 0.0 0.0 16.2 15.2 57.7 0.0 88.6
LnGrp LOS E A A A B B E A F
Approach Vol, veh/h 2598 2368 658
Approach Delay, s/veh 15.1 15.9 76.7
Approach LOS B B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s
22.8 97.2 120.0 30.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
24.0s 84.0 114.0 24.0
Max Q Clear Time (g_c+I1),
16.1s 24.4 21.6 24.0
Green Ext Time (p_c), s 0.7 27.6 38.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 22.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved volume balancing among the lanes for turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 2
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
Projected 2026 Build PM Peak Conditions
3: Patrick Henry Parkway/Rock Quarry Road & Eagles Landing Parkway

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 572 1699 435 199 1545 311 32 383 231 87 291 308 725
Future Volume (veh/h) 572 1699 435 199 1545 311 32 383 231 87 291 308 725
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1870 1870 1870 1856 1870 1870 1870 1870 1870 1856 1870
Adj Flow Rate, veh/h 584 1734 298 203 1577 181 391 236 11 297 314 694
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 3 2 2 2 3 2 2 2 2 2 3 2
Cap, veh/h 671 2838 881 382 3141 780 571 539 240 602 447 656
Arrive On Green 0.04 0.18 0.18 0.04 0.49 0.49 0.11 0.15 0.15 0.09 0.13 0.13
Sat Flow, veh/h 3428 5106 1585 3456 6383 1585 3456 3554 1585 3456 3526 2790
Grp Volume(v), veh/h 584 1734 298 203 1577 181 391 236 11 297 314 694
Grp Sat Flow(s),veh/h/ln1714 1702 1585 1728 1596 1585 1728 1777 1585 1728 1763 1395
Q Serve(g_s), s 12.2 46.8 24.6 4.3 25.0 9.8 14.6 9.1 0.9 11.1 12.8 19.0
Cycle Q Clear(g_c), s 12.2 46.8 24.6 4.3 25.0 9.8 14.6 9.1 0.9 11.1 12.8 19.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 671 2838 881 382 3141 780 571 539 240 602 447 656
V/C Ratio(X) 0.87 0.61 0.34 0.53 0.50 0.23 0.68 0.44 0.05 0.49 0.70 1.06
Avail Cap(c_a), veh/h 1145 2838 881 550 3141 780 619 569 254 621 447 656
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.82 0.82 0.82 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh29.0 46.3 37.2 24.5 25.7 21.8 49.6 57.8 54.4 50.7 62.8 57.4
Incr Delay (d2), s/veh 3.2 0.8 0.9 1.1 0.6 0.7 2.8 0.6 0.1 0.6 4.9 51.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln5.8 21.6 10.6 1.8 9.3 3.7 6.4 4.1 0.4 4.8 6.0 16.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.2 47.1 38.1 25.7 26.3 22.5 52.4 58.4 54.4 51.4 67.7 108.8
LnGrp LOS C D D C C C D E D D E F
Approach Vol, veh/h 2616 1961 638 1305
Approach Delay, s/veh 42.8 25.9 54.7 85.8
Approach LOS D C D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s
22.3 79.8 22.9 25.0 12.7 89.4 19.2 28.7
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
37.0s 51.0 19.0 19.0 14.0 74.0 14.0 24.0
Max Q Clear Time (g_c+I1),
14.2s 27.0 16.6 21.0 6.3 48.8 13.1 11.1
Green Ext Time (p_c), s 2.1 12.7 0.4 0.0 0.4 15.0 0.1 1.0
Intersection Summary
HCM 6th Ctrl Delay 47.5
HCM 6th LOS D
Notes
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 3
HCM 6th Signalized Intersection Summary Patrick Henry Parkway
4: Driveway/Patrick Henry Parkway & Jodeco Road Projected 2026 Build PM Peak Conditions

Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 232 847 52 14 25 921 197 51 14 29 429 31 376
Future Volume (veh/h) 232 847 52 14 25 921 197 51 14 29 429 31 376
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00
1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1841 1707 1856 1870 1781 1870 1841 1870 1796 1870
Adj Flow Rate, veh/h 244 892 26 26 969 73 54 15 0 452 33 222
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 3 3 4 13 3 2 8 2 4 2 7 2
Cap, veh/h 372 1837 812 318 1626 730 161 261 0 544 513 451
Arrive On Green 0.09 0.52 0.52 0.03 0.46 0.46 0.07 0.07 0.00 0.16 0.29 0.29
Sat Flow, veh/h 1767 3526 1558 1626 3526 1583 1295 3647 0 3456 1796 1580
Grp Volume(v), veh/h 244 892 26 26 969 73 54 15 0 452 33 222
Grp Sat Flow(s),veh/h/ln1767 1763 1558 1626 1763 1583 1295 1777 0 1728 1796 1580
Q Serve(g_s), s 7.6 17.8 0.9 0.9 22.5 2.9 4.4 0.4 0.0 13.9 1.5 12.8
Cycle Q Clear(g_c), s 7.6 17.8 0.9 0.9 22.5 2.9 4.4 0.4 0.0 13.9 1.5 12.8
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 372 1837 812 318 1626 730 161 261 0 544 513 451
V/C Ratio(X) 0.66 0.49 0.03 0.08 0.60 0.10 0.34 0.06 0.00 0.83 0.06 0.49
Avail Cap(c_a), veh/h 438 1837 812 403 1626 730 171 291 0 911 513 451
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh16.6 16.9 12.8 15.1 22.0 16.7 49.3 47.4 0.0 44.9 28.6 32.7
Incr Delay (d2), s/veh 2.8 0.9 0.1 0.1 1.6 0.3 1.2 0.1 0.0 3.4 0.1 0.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln3.0 6.9 0.3 0.3 9.0 1.0 1.5 0.2 0.0 6.1 0.6 5.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.3 17.8 12.9 15.2 23.6 17.0 50.5 47.5 0.0 48.3 28.7 33.5
LnGrp LOS B B B B C B D D A D C C
Approach Vol, veh/h 1162 1068 69 707
Approach Delay, s/veh 18.0 23.0 49.8 42.7
Approach LOS B C D D
Timer - Assigned Phs 1 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s
15.9 56.7 37.4 9.3 63.3 23.3 14.1
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax),
14.0s 34.0 9.0 9.0 39.0 29.0 9.0
Max Q Clear Time (g_c+I1),
9.6s 24.5 14.8 2.9 19.8 15.9 6.4
Green Ext Time (p_c), s 0.3 4.4 0.0 0.0 5.7 1.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 26.3
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
User approved ignoring U-Turning movement.

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 4
HCM 6th TWSC Patrick Henry Parkway
5: Patrick Henry Parkway & Site Driveway A Projected 2026 Build PM Peak Conditions

Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 8 10 447 858 28
Future Vol, veh/h 18 8 10 447 858 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 19 8 11 471 903 29

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1411 918 932 0 - 0
Stage 1 918 - - - - -
Stage 2 493 - - - - -
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.4 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 154 332 743 - - -
Stage 1 392 - - - - -
Stage 2 618 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 151 332 743 - - -
Mov Cap-2 Maneuver 151 - - - - -
Stage 1 384 - - - - -
Stage 2 618 - - - - -

Approach EB NB SB
HCM Control Delay, s 28.4 0.2 0
HCM LOS D

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 743 - 181 - -
HCM Lane V/C Ratio 0.014 - 0.151 - -
HCM Control Delay (s) 9.9 0 28.4 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0 - 0.5 - -

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 5
HCM 6th TWSC Patrick Henry Parkway
6: Patrick Henry Parkway & Site Driveway B Projected 2026 Build PM Peak Conditions

Intersection
Int Delay, s/veh 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 28 12 13 429 824 42
Future Vol, veh/h 28 12 13 429 824 42
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 29 13 14 452 867 44

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1369 889 911 0 - 0
Stage 1 889 - - - - -
Stage 2 480 - - - - -
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.4 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 163 345 756 - - -
Stage 1 405 - - - - -
Stage 2 627 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 159 345 756 - - -
Mov Cap-2 Maneuver 159 - - - - -
Stage 1 395 - - - - -
Stage 2 627 - - - - -

Approach EB NB SB
HCM Control Delay, s 29.3 0.3 0
HCM LOS D

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 756 - 190 - -
HCM Lane V/C Ratio 0.018 - 0.222 - -
HCM Control Delay (s) 9.8 0 29.3 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0.1 - 0.8 - -

Kimley-Horn & Associates Synchro 11 Report
09/06/2023 Page 6
APPENDIX D

Raw Traffic Counts

Waypoint Henry County Residential │ Traffic Impact Study D
October 2023 │ KHA Project #118449002
Peak Hour Turning Movement Count
Click here for Map Stockbridge, GA
www.marrtraffic.com
Right Thru Left RightThruLeft

GA-401 S/Bound Off-Ramp

Southbound

Tuesday, August 8, 2023 277 1 853 1131 0 (1-3) Session Parameters

h Session) (08 Period 0700 - 0900 10 0 32 42 0 (4-7) (Drop Down Menu)

Peak Hour 0730 - 0830 2 0 3 5 0 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 289 1 888 1178 0 Total Volume

(1-3) (4-7) (8-13) Total

1009 29 6 1044

1198 27 8 1233 752 4 19 729

Hudson Bridge Rd Eagles Landing Pkwy
0 Classes (1-3) (4-7) (8-13) Total 0 402 9 20 373

Eastbound Westbound
3 0 0 3 Volume 3433 108 26 3567 2 0 0 2

0 PHF 0.9558 0

1011 21 5 1037 1156 13 39 1104

184 6 3 193 1927 8 53 1866

Total (8-13) (4-7) (1-3)

Total 596

(8-13) 12

(4-7) 26

(1-3) 558

Northbound

GA-401 S/Bound On-Ramp
All vehicles
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0730 - 0745 - - - - - 0 226 0 70 - - 296 - 256 56 - 1 313 111 158 - - 0 269 878
0745 - 0800 - - - - - 0 229 1 74 - - 304 - 266 53 - 0 319 110 199 - - 1 310 933
0800 - 0815 - - - - - 0 219 0 59 - - 278 - 269 36 - 2 307 100 202 - - 1 303 888
0815 - 0830 - - - - - 0 214 0 86 - - 300 - 246 48 - 0 294 81 193 - - 0 274 868

Total 0 0 0 0 0 0 888 1 289 0 0 1178 0 1037 193 0 3 1233 402 752 0 0 2 1156 3567
Approach % 0.00 0.00 0.00 0.00 0.00 - 75.38 0.08 24.53 0.00 0.00 - 0.00 84.10 15.65 0.00 0.24 - 34.78 65.05 0.00 0.00 0.17 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.25 0.84 0.00 0.00 0.97 0.00 0.96 0.86 0.00 0.38 0.97 0.91 0.93 0.00 0.00 0.50 0.93 0.96

Bikes
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0730 - 0745 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0
0745 - 0800 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0
0800 - 0815 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0
0815 - 0830 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0730 - 0745 - - - - - 0 223 0 66 - - 289 - 252 53 - 1 306 106 152 - - 0 258 853
0745 - 0800 - - - - - 0 219 1 73 - - 293 - 259 51 - 0 310 104 193 - - 1 298 901
0800 - 0815 - - - - - 0 206 0 56 - - 262 - 261 34 - 2 297 91 195 - - 1 287 846
0815 - 0830 - - - - - 0 205 0 82 - - 287 - 239 46 - 0 285 72 189 - - 0 261 833

Total 0 0 0 0 0 0 853 1 277 0 0 1131 0 1011 184 0 3 1198 373 729 0 0 2 1104 3433
Approach % 0.00 0.00 0.00 0.00 0.00 - 75.42 0.09 24.49 0.00 0.00 - 0.00 84.39 15.36 0.00 0.25 - 33.79 66.03 0.00 0.00 0.18 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.96 0.25 0.84 0.00 0.00 0.97 0.00 0.97 0.87 0.00 0.38 0.97 0.88 0.93 0.00 0.00 0.50 0.93 0.95

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0730 - 0745 - - - - - 0 3 0 2 - - 5 - 4 3 - 0 7 5 5 - - 0 10 22
0745 - 0800 - - - - - 0 8 0 1 - - 9 - 6 0 - 0 6 3 6 - - 0 9 24
0800 - 0815 - - - - - 0 12 0 3 - - 15 - 6 1 - 0 7 7 6 - - 0 13 35
0815 - 0830 - - - - - 0 9 0 4 - - 13 - 5 2 - 0 7 5 2 - - 0 7 27

Total 0 0 0 0 0 0 32 0 10 0 0 42 0 21 6 0 0 27 20 19 0 0 0 39 108
Approach % 0.00 0.00 0.00 0.00 0.00 - 76.19 0.00 23.81 0.00 0.00 - 0.00 77.78 22.22 0.00 0.00 - 51.28 48.72 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.63 0.00 0.00 0.70 0.00 0.88 0.50 0.00 0.00 0.96 0.71 0.79 0.00 0.00 0.00 0.75 0.77

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0730 - 0745 - - - - - 0 0 0 2 - - 2 - 0 0 - 0 0 0 1 - - 0 1 3
0745 - 0800 - - - - - 0 2 0 0 - - 2 - 1 2 - 0 3 3 0 - - 0 3 8
0800 - 0815 - - - - - 0 1 0 0 - - 1 - 2 1 - 0 3 2 1 - - 0 3 7
0815 - 0830 - - - - - 0 0 0 0 - - 0 - 2 0 - 0 2 4 2 - - 0 6 8

Total 0 0 0 0 0 0 3 0 2 0 0 5 0 5 3 0 0 8 9 4 0 0 0 13 26
Approach % 0.00 0.00 0.00 0.00 0.00 - 60.00 0.00 40.00 0.00 0.00 - 0.00 62.50 37.50 0.00 0.00 - 69.23 30.77 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.00 0.25 0.00 0.00 0.63 0.00 0.63 0.38 0.00 0.00 0.67 0.56 0.50 0.00 0.00 0.00 0.54 0.81
Peak Hour Turning Movement Count
Click here for Map Stockbridge, GA
www.marrtraffic.com
Right Thru Left RightThruLeft

GA-401 S/Bound Off-Ramp

Southbound

Tuesday, August 8, 2023 533 2 1103 1638 0 (1-3) Session Parameters

h Session) (08 Period 1600 - 1800 7 0 11 18 0 (4-7) (Drop Down Menu)

Peak Hour 1630 - 1730 2 0 6 8 0 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 542 2 1120 1664 0 Total Volume

(1-3) (4-7) (8-13) Total

1806 28 5 1839

1510 12 2 1524 1293 3 21 1269

Hudson Bridge Rd Eagles Landing Pkwy
0 Classes (1-3) (4-7) (8-13) Total 0 519 3 10 506

Eastbound Westbound
4 0 0 4 Volume 4926 61 16 5003 3 0 0 3

0 PHF 0.9818 0

1266 10 0 1276 1815 6 31 1778

240 2 2 244 2399 6 21 2372

Total (8-13) (4-7) (1-3)

Total 765

(8-13) 5

(4-7) 12

(1-3) 748

Northbound

GA-401 S/Bound On-Ramp
All vehicles
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1630 - 1645 - - - - - 0 276 0 110 - - 386 - 338 68 - 1 407 131 295 - - 0 426 1219
1645 - 1700 - - - - - 0 280 0 157 - - 437 - 301 42 - 1 344 130 362 - - 0 492 1273
1700 - 1715 - - - - - 0 264 0 138 - - 402 - 287 81 - 0 368 165 338 - - 1 504 1274
1715 - 1730 - - - - - 0 300 2 137 - - 439 - 350 53 - 2 405 93 298 - - 2 393 1237

Total 0 0 0 0 0 0 1120 2 542 0 0 1664 0 1276 244 0 4 1524 519 1293 0 0 3 1815 5003
Approach % 0.00 0.00 0.00 0.00 0.00 - 67.31 0.12 32.57 0.00 0.00 - 0.00 83.73 16.01 0.00 0.26 - 28.60 71.24 0.00 0.00 0.17 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.25 0.86 0.00 0.00 0.95 0.00 0.91 0.75 0.00 0.50 0.94 0.79 0.89 0.00 0.00 0.38 0.90 0.98

Bikes
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1630 - 1645 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0
1645 - 1700 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0
1700 - 1715 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0
1715 - 1730 - - - - - 0 0 0 0 - - 0 - 0 0 - 0 0 0 0 - - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1630 - 1645 - - - - - 0 271 0 107 - - 378 - 337 67 - 1 405 126 288 - - 0 414 1197
1645 - 1700 - - - - - 0 277 0 156 - - 433 - 300 41 - 1 342 127 358 - - 0 485 1260
1700 - 1715 - - - - - 0 259 0 135 - - 394 - 286 80 - 0 366 161 335 - - 1 497 1257
1715 - 1730 - - - - - 0 296 2 135 - - 433 - 343 52 - 2 397 92 288 - - 2 382 1212

Total 0 0 0 0 0 0 1103 2 533 0 0 1638 0 1266 240 0 4 1510 506 1269 0 0 3 1778 4926
Approach % 0.00 0.00 0.00 0.00 0.00 - 67.34 0.12 32.54 0.00 0.00 - 0.00 83.84 15.89 0.00 0.26 - 28.46 71.37 0.00 0.00 0.17 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.25 0.85 0.00 0.00 0.95 0.00 0.92 0.75 0.00 0.50 0.93 0.79 0.89 0.00 0.00 0.38 0.89 0.98

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1630 - 1645 - - - - - 0 5 0 3 - - 8 - 1 0 - 0 1 4 6 - - 0 10 19
1645 - 1700 - - - - - 0 1 0 0 - - 1 - 1 1 - 0 2 2 3 - - 0 5 8
1700 - 1715 - - - - - 0 3 0 2 - - 5 - 1 0 - 0 1 3 3 - - 0 6 12
1715 - 1730 - - - - - 0 2 0 2 - - 4 - 7 1 - 0 8 1 9 - - 0 10 22

Total 0 0 0 0 0 0 11 0 7 0 0 18 0 10 2 0 0 12 10 21 0 0 0 31 61
Approach % 0.00 0.00 0.00 0.00 0.00 - 61.11 0.00 38.89 0.00 0.00 - 0.00 83.33 16.67 0.00 0.00 - 32.26 67.74 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.55 0.00 0.58 0.00 0.00 0.56 0.00 0.36 0.50 0.00 0.00 0.38 0.63 0.58 0.00 0.00 0.00 0.78 0.69

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
App Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
Time Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1630 - 1645 - - - - - 0 0 0 0 - - 0 - 0 1 - 0 1 1 1 - - 0 2 3
1645 - 1700 - - - - - 0 2 0 1 - - 3 - 0 0 - 0 0 1 1 - - 0 2 5
1700 - 1715 - - - - - 0 2 0 1 - - 3 - 0 1 - 0 1 1 0 - - 0 1 5
1715 - 1730 - - - - - 0 2 0 0 - - 2 - 0 0 - 0 0 0 1 - - 0 1 3

Total 0 0 0 0 0 0 6 0 2 0 0 8 0 0 2 0 0 2 3 3 0 0 0 6 16
Approach % 0.00 0.00 0.00 0.00 0.00 - 75.00 0.00 25.00 0.00 0.00 - 0.00 0.00 100.00 0.00 0.00 - 50.00 50.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.67 0.00 0.00 0.50 0.00 0.00 0.50 0.75 0.75 0.00 0.00 0.00 0.75 0.80
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All vehicles

Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All vehicles
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0700 - 0715 122 0 61 183 168 40 0 208 86 121 0 207 598
0715 - 0730 188 1 67 256 188 42 2 232 116 133 0 249 737
0730 - 0745 226 0 70 296 256 56 1 313 111 158 0 269 878
0745 - 0800 229 1 74 304 266 53 0 319 110 199 1 310 933
Hourly Total 765 2 272 1039 878 191 3 1072 423 611 1 1035 3146
0800 - 0815 219 0 59 278 269 36 2 307 100 202 1 303 888
0815 - 0830 214 0 86 300 246 48 0 294 81 193 0 274 868
0830 - 0845 196 0 62 258 213 46 1 260 100 197 1 298 816
0845 - 0900 169 0 70 239 207 42 0 249 83 181 2 266 754
Hourly Total 798 0 277 1075 935 172 3 1110 364 773 4 1141 3326

Grand Total 1563 2 549 2114 1813 363 6 2182 787 1384 5 2176 6472
Approach % 73.94 0.09 25.97 - 83.09 16.64 0.27 - 36.17 63.60 0.23 -
Intersection % 24.15 0.03 8.48 32.66 28.01 5.61 0.09 33.71 12.16 21.38 0.08 33.62
Heavy Vehicle % 4 0 3 4 3 5 0 4 8 3 0 5 4

PHF 0.97 0.25 0.84 0.97 0.96 0.86 0.38 0.97 0.91 0.93 0.50 0.93 0.96

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All vehicles All vehicles
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1600 - 1615 273 0 142 415 305 57 0 362 120 296 0 416 1193
1615 - 1630 299 1 127 427 295 49 2 346 103 298 1 402 1175
1630 - 1645 276 0 110 386 338 68 1 407 131 295 0 426 1219
1645 - 1700 280 0 157 437 301 42 1 344 130 362 0 492 1273
Hourly Total 1128 1 536 1665 1239 216 4 1459 484 1251 1 1736 4860
1700 - 1715 264 0 138 402 287 81 0 368 165 338 1 504 1274
1715 - 1730 300 2 137 439 350 53 2 405 93 298 2 393 1237
1730 - 1745 287 0 150 437 309 69 0 378 109 281 1 391 1206
1745 - 1800 283 0 163 446 275 61 0 336 78 266 0 344 1126
Hourly Total 1134 2 588 1724 1221 264 2 1487 445 1183 4 1632 4843

Grand Total 2262 3 1124 3389 2460 480 6 2946 929 2434 5 3368 9703
Approach % 66.75 0.09 33.17 - 83.50 16.29 0.20 - 27.58 72.27 0.15 -
Intersection % 23.31 0.03 11.58 34.93 25.35 4.95 0.06 30.36 9.57 25.09 0.05 34.71
Heavy Vehicle % 2 33 2 2 1 2 0 1 3 2 0 2 2

PHF 0.93 0.25 0.86 0.95 0.91 0.75 0.50 0.94 0.79 0.89 0.38 0.90 0.98
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Bikes

Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 - 0.00 0.00 0.00 - 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Bikes Bikes
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 - 0.00 0.00 0.00 - 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Passenger Vehicles (1-3)

Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3)
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0700 - 0715 116 0 60 176 162 35 0 197 79 116 0 195 568
0715 - 0730 180 1 66 247 177 40 2 219 112 129 0 241 707
0730 - 0745 223 0 66 289 252 53 1 306 106 152 0 258 853
0745 - 0800 219 1 73 293 259 51 0 310 104 193 1 298 901
Hourly Total 738 2 265 1005 850 179 3 1032 401 590 1 992 3029
0800 - 0815 206 0 56 262 261 34 2 297 91 195 1 287 846
0815 - 0830 205 0 82 287 239 46 0 285 72 189 0 261 833
0830 - 0845 188 0 59 247 206 46 1 253 90 188 1 279 779
0845 - 0900 164 0 68 232 197 39 0 236 73 175 2 250 718
Hourly Total 763 0 265 1028 903 165 3 1071 326 747 4 1077 3176

Grand Total 1501 2 530 2033 1753 344 6 2103 727 1337 5 2069 6205
Approach % 73.83 0.10 26.07 - 83.36 16.36 0.29 - 35.14 64.62 0.24 -
Intersection % 24.19 0.03 8.54 32.76 28.25 5.54 0.10 33.89 11.72 21.55 0.08 33.34

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3) Passenger Vehicles (1-3)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1600 - 1615 265 0 140 405 297 55 0 352 115 290 0 405 1162
1615 - 1630 294 0 125 419 291 47 2 340 101 289 1 391 1150
1630 - 1645 271 0 107 378 337 67 1 405 126 288 0 414 1197
1645 - 1700 277 0 156 433 300 41 1 342 127 358 0 485 1260
Hourly Total 1107 0 528 1635 1225 210 4 1439 469 1225 1 1695 4769
1700 - 1715 259 0 135 394 286 80 0 366 161 335 1 497 1257
1715 - 1730 296 2 135 433 343 52 2 397 92 288 2 382 1212
1730 - 1745 283 0 149 432 306 68 0 374 105 277 1 383 1189
1745 - 1800 276 0 159 435 273 61 0 334 75 262 0 337 1106
Hourly Total 1114 2 578 1694 1208 261 2 1471 433 1162 4 1599 4764

Grand Total 2221 2 1106 3329 2433 471 6 2910 902 2387 5 3294 9533
Approach % 66.72 0.06 33.22 - 83.61 16.19 0.21 - 27.38 72.47 0.15 -
Intersection % 23.30 0.02 11.60 34.92 25.52 4.94 0.06 30.53 9.46 25.04 0.05 34.55
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Single Unit Trucks (4-7)

Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7)
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0700 - 0715 6 0 1 7 5 5 0 10 3 5 0 8 25
0715 - 0730 6 0 0 6 11 2 0 13 4 4 0 8 27
0730 - 0745 3 0 2 5 4 3 0 7 5 5 0 10 22
0745 - 0800 8 0 1 9 6 0 0 6 3 6 0 9 24
Hourly Total 23 0 4 27 26 10 0 36 15 20 0 35 98
0800 - 0815 12 0 3 15 6 1 0 7 7 6 0 13 35
0815 - 0830 9 0 4 13 5 2 0 7 5 2 0 7 27
0830 - 0845 7 0 3 10 6 0 0 6 5 8 0 13 29
0845 - 0900 5 0 0 5 10 3 0 13 9 5 0 14 32
Hourly Total 33 0 10 43 27 6 0 33 26 21 0 47 123

Grand Total 56 0 14 70 53 16 0 69 41 41 0 82 221
Approach % 80.00 0.00 20.00 - 76.81 23.19 0.00 - 50.00 50.00 0.00 -
Intersection % 25.34 0.00 6.33 31.67 23.98 7.24 0.00 31.22 18.55 18.55 0.00 37.10

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7) Single Unit Trucks (4-7)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1600 - 1615 4 0 2 6 7 2 0 9 2 6 0 8 23
1615 - 1630 4 0 2 6 2 1 0 3 0 9 0 9 18
1630 - 1645 5 0 3 8 1 0 0 1 4 6 0 10 19
1645 - 1700 1 0 0 1 1 1 0 2 2 3 0 5 8
Hourly Total 14 0 7 21 11 4 0 15 8 24 0 32 68
1700 - 1715 3 0 2 5 1 0 0 1 3 3 0 6 12
1715 - 1730 2 0 2 4 7 1 0 8 1 9 0 10 22
1730 - 1745 2 0 0 2 3 1 0 4 1 3 0 4 10
1745 - 1800 7 0 2 9 2 0 0 2 1 3 0 4 15
Hourly Total 14 0 6 20 13 2 0 15 6 18 0 24 59

Grand Total 28 0 13 41 24 6 0 30 14 42 0 56 127
Approach % 68.29 0.00 31.71 - 80.00 20.00 0.00 - 25.00 75.00 0.00 -
Intersection % 22.05 0.00 10.24 32.28 18.90 4.72 0.00 23.62 11.02 33.07 0.00 44.09
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Combination Trucks (8-13)

Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13)
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0700 - 0715 0 0 0 0 1 0 0 1 4 0 0 4 5
0715 - 0730 2 0 1 3 0 0 0 0 0 0 0 0 3
0730 - 0745 0 0 2 2 0 0 0 0 0 1 0 1 3
0745 - 0800 2 0 0 2 1 2 0 3 3 0 0 3 8
Hourly Total 4 0 3 7 2 2 0 4 7 1 0 8 19
0800 - 0815 1 0 0 1 2 1 0 3 2 1 0 3 7
0815 - 0830 0 0 0 0 2 0 0 2 4 2 0 6 8
0830 - 0845 1 0 0 1 1 0 0 1 5 1 0 6 8
0845 - 0900 0 0 2 2 0 0 0 0 1 1 0 2 4
Hourly Total 2 0 2 4 5 1 0 6 12 5 0 17 27

Grand Total 6 0 5 11 7 3 0 10 19 6 0 25 46
Approach % 54.55 0.00 45.45 - 70.00 30.00 0.00 - 76.00 24.00 0.00 -
Intersection % 13.04 0.00 10.87 23.91 15.22 6.52 0.00 21.74 41.30 13.04 0.00 54.35

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13Combination Trucks (8-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1600 - 1615 4 0 0 4 1 0 0 1 3 0 0 3 8
1615 - 1630 1 1 0 2 2 1 0 3 2 0 0 2 7
1630 - 1645 0 0 0 0 0 1 0 1 1 1 0 2 3
1645 - 1700 2 0 1 3 0 0 0 0 1 1 0 2 5
Hourly Total 7 1 1 9 3 2 0 5 7 2 0 9 23
1700 - 1715 2 0 1 3 0 1 0 1 1 0 0 1 5
1715 - 1730 2 0 0 2 0 0 0 0 0 1 0 1 3
1730 - 1745 2 0 1 3 0 0 0 0 3 1 0 4 7
1745 - 1800 0 0 2 2 0 0 0 0 2 1 0 3 5
Hourly Total 6 0 4 10 0 1 0 1 6 3 0 9 20

Grand Total 13 1 5 19 3 3 0 6 13 5 0 18 43
Approach % 68.42 5.26 26.32 - 50.00 50.00 0.00 - 72.22 27.78 0.00 -
Intersection % 30.23 2.33 11.63 44.19 6.98 6.98 0.00 13.95 30.23 11.63 0.00 41.86
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All Trucks (4-13)

Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13)
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
0700 - 0715 6 0 1 7 6 5 0 11 7 5 0 12 30
0715 - 0730 8 0 1 9 11 2 0 13 4 4 0 8 30
0730 - 0745 3 0 4 7 4 3 0 7 5 6 0 11 25
0745 - 0800 10 0 1 11 7 2 0 9 6 6 0 12 32
Hourly Total 27 0 7 34 28 12 0 40 22 21 0 43 117
0800 - 0815 13 0 3 16 8 2 0 10 9 7 0 16 42
0815 - 0830 9 0 4 13 7 2 0 9 9 4 0 13 35
0830 - 0845 8 0 3 11 7 0 0 7 10 9 0 19 37
0845 - 0900 5 0 2 7 10 3 0 13 10 6 0 16 36
Hourly Total 35 0 12 47 32 7 0 39 38 26 0 64 150

Grand Total 62 0 19 81 60 19 0 79 60 47 0 107 267
Approach % 76.54 0.00 23.46 - 75.95 24.05 0.00 - 56.07 43.93 0.00 -
Intersection % 23.22 0.00 7.12 30.34 22.47 7.12 0.00 29.59 22.47 17.60 0.00 40.07

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13) All Trucks (4-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
Left Thru Right App Thru Right U-Turn App Left Thru U-Turn App Int
TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total
1600 - 1615 8 0 2 10 8 2 0 10 5 6 0 11 31
1615 - 1630 5 1 2 8 4 2 0 6 2 9 0 11 25
1630 - 1645 5 0 3 8 1 1 0 2 5 7 0 12 22
1645 - 1700 3 0 1 4 1 1 0 2 3 4 0 7 13
Hourly Total 21 1 8 30 14 6 0 20 15 26 0 41 91
1700 - 1715 5 0 3 8 1 1 0 2 4 3 0 7 17
1715 - 1730 4 0 2 6 7 1 0 8 1 10 0 11 25
1730 - 1745 4 0 1 5 3 1 0 4 4 4 0 8 17
1745 - 1800 7 0 4 11 2 0 0 2 3 4 0 7 20
Hourly Total 20 0 10 30 13 3 0 16 12 21 0 33 79

Grand Total 41 1 18 60 27 9 0 36 27 47 0 74 170
Approach % 68.33 1.67 30.00 - 75.00 25.00 0.00 - 36.49 63.51 0.00 -
Intersection % 24.12 0.59 10.59 35.29 15.88 5.29 0.00 21.18 15.88 27.65 0.00 43.53
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Pedestrians
Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Pedestrians
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
EB WB App EB WB App NB SB App NB SB App Int
TIME 4a 4b Total 4c 4d Total 4e 4f Total 4g 4h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 1 0 1 0 0 0 0 0 0 0 0 0 1
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 1 0 1 0 0 0 0 0 0 0 0 0 1
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 1 0 1 0 0 0 0 0 0 0 0 0 1
Approach % 100.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 100.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Peds) Pedestrians
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
EB WB App EB WB App NB SB App NB SB App Int
TIME 4a 4b Total 4c 4d Total 4e 4f Total 4g 4h Total Total
1600 - 1615 0 0 0 0 0 0 1 0 1 0 0 0 1
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 1 0 1 0 0 0 1
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 1 0 1 0 0 0 1
Approach % 0.00 0.00 - 0.00 0.00 - 100.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 100.00 0.00 0.00 0.00
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Bikes
Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
EB WB App EB WB App NB SB App NB SB App Int
TIME 4a 4b Total 4c 4d Total 4e 4f Total 4g 4h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Bikes) Bikes
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
EB WB App EB WB App NB SB App NB SB App Int
TIME 4a 4b Total 4c 4d Total 4e 4f Total 4g 4h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Motorized Vehicles
Stockbridge, GA www.marrtraffic.com
Site 4
GA-401 S/Bound On-Ramp
GA-401 S/Bound Off-Ramp Site 4 Date Weather
Hudson Bridge Rd GA-401 S/Bound On-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy GA-401 S/Bound Off-Ramp 77°F 77°F
Hudson Bridge Rd Lat/Long
Lat/Long Eagles Landing Pkwy 33.505502°, -84.232234°
33.505502°, -84.232234°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Motorized Vehicles
Weather
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
EB WB App EB WB App NB SB App NB SB App Int
TIME 4a 4b Total 4c 4d Total 4e 4f Total 4g 4h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (MotorizMotorized Vehicles
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp Hudson Bridge Rd Eagles Landing Pkwy
EB WB App EB WB App NB SB App NB SB App Int
TIME 4a 4b Total 4c 4d Total 4e 4f Total 4g 4h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Start Date: 8/8/2023 Hudson Bridge Rd Eagles Landing Pkwy GA-401 S/Bound On-Ramp GA-401 S/Bound Off-Ramp
Eastbound Westbound Northbound Southbound
Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total

15 Minute Totals
12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 AM - 07:15 AM 0 168 40 86 121 0 0 0 0 122 0 61 598
07:15 AM - 07:30 AM 0 188 42 116 133 0 0 0 0 188 1 67 737
07:30 AM - 07:45 AM 0 256 56 111 158 0 0 0 0 226 0 70 879
07:45 AM - 08:00 AM 0 266 53 110 199 0 0 0 0 229 1 74 933
08:00 AM - 08:15 AM 0 269 36 100 202 0 0 0 0 219 0 59 888
08:15 AM - 08:30 AM 0 246 48 81 193 0 0 0 0 214 0 86 868
08:30 AM - 08:45 AM 0 213 46 100 197 0 0 0 0 196 0 62 816
08:45 AM - 09:00 AM 0 207 42 83 181 0 0 0 0 169 0 70 754
09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 PM - 04:15 PM 0 305 57 120 296 0 0 0 0 273 0 142 1194
04:15 PM - 04:30 PM 0 295 49 103 298 0 0 0 0 299 1 127 1175
04:30 PM - 04:45 PM 0 338 68 131 295 0 0 0 0 276 0 110 1219
04:45 PM - 05:00 PM 0 301 42 130 362 0 0 0 0 280 0 157 1273
05:00 PM - 05:15 PM 0 287 81 165 338 0 0 0 0 264 0 138 1274
05:15 PM - 05:30 PM 0 350 53 93 298 0 0 0 0 300 2 137 1237
05:30 PM - 05:45 PM 0 309 69 109 281 0 0 0 0 287 0 150 1206
05:45 PM - 06:00 PM 0 275 61 78 266 0 0 0 0 283 0 163 1126
06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
Peak Hour Turning Movement Count
Click here for Map Stockbridge, GA
www.marrtraffic.com

GA-401 N/Bound On-Ramp

Southbound

Tuesday, August 8, 2023 1285 (1-3) Session Parameters

h Session) (08 Period 0700 - 0900 33 (4-7) (Drop Down Menu)

Peak Hour 0730 - 0830 4 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 1322 Total Volume

(1-3) (4-7) (8-13) Total

1095 42 12 1149 990 2 23 965

1874 49 6 1929 991 12 38 941

Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
0 Classes (1-3) (4-7) (8-13) Total 0

Eastbound Westbound
2 0 0 2 Volume 4503 129 29 4661 0 0 0 0

320 10 2 332 0 PHF 0.9638 0

1552 39 4 1595 1981 14 61 1906

2190 13 54 2123

Total (8-13) (4-7) (1-3)

Total 0 751 156 0 595

(8-13) 0 9 0 0 9

(4-7) 0 19 4 0 15

(1-3) 0 723 152 0 571

Northbound

GA-401 N/Bound Off-Ramp

RightThruLef Left Thru Right
All vehicles
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0730 - 0745 41 0 115 - - 156 - - - - - 0 94 391 - - 0 485 - 229 263 - 0 492 1133
0745 - 0800 40 0 164 - - 204 - - - - - 0 94 394 - - 1 489 - 260 238 - 0 498 1191
0800 - 0815 35 0 169 - - 204 - - - - - 0 67 423 - - 0 490 - 264 251 - 0 515 1209
0815 - 0830 40 0 147 - - 187 - - - - - 0 77 387 - - 1 465 - 238 238 - 0 476 1128

Total 156 0 595 0 0 751 0 0 0 0 0 0 332 1595 0 0 2 1929 0 991 990 0 0 1981 4661
Approach % 20.77 0.00 79.23 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 17.21 82.69 0.00 0.00 0.10 - 0.00 50.03 49.97 0.00 0.00 -
PHF 0.95 0.00 0.88 0.00 0.00 0.92 0.00 0.00 0.00 0.00 0.00 0.00 0.88 0.94 0.00 0.00 0.50 0.98 0.00 0.94 0.94 0.00 0.00 0.96 0.96

Bikes
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0730 - 0745 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0
0745 - 0800 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0
0800 - 0815 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0
0815 - 0830 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0730 - 0745 41 0 109 - - 150 - - - - - 0 92 386 - - 0 478 - 219 255 - 0 474 1102
0745 - 0800 39 0 158 - - 197 - - - - - 0 91 385 - - 1 477 - 251 232 - 0 483 1157
0800 - 0815 35 0 165 - - 200 - - - - - 0 64 407 - - 0 471 - 252 245 - 0 497 1168
0815 - 0830 37 0 139 - - 176 - - - - - 0 73 374 - - 1 448 - 219 233 - 0 452 1076

Total 152 0 571 0 0 723 0 0 0 0 0 0 320 1552 0 0 2 1874 0 941 965 0 0 1906 4503
Approach % 21.02 0.00 78.98 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 17.08 82.82 0.00 0.00 0.11 - 0.00 49.37 50.63 0.00 0.00 -
PHF 0.93 0.00 0.87 0.00 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.87 0.95 0.00 0.00 0.50 0.98 0.00 0.93 0.95 0.00 0.00 0.96 0.96

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0730 - 0745 0 0 3 - - 3 - - - - - 0 2 4 - - 0 6 - 9 8 - 0 17 26
0745 - 0800 1 0 3 - - 4 - - - - - 0 3 8 - - 0 11 - 8 6 - 0 14 29
0800 - 0815 0 0 4 - - 4 - - - - - 0 3 15 - - 0 18 - 9 4 - 0 13 35
0815 - 0830 3 0 5 - - 8 - - - - - 0 2 12 - - 0 14 - 12 5 - 0 17 39

Total 4 0 15 0 0 19 0 0 0 0 0 0 10 39 0 0 0 49 0 38 23 0 0 61 129
Approach % 21.05 0.00 78.95 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 20.41 79.59 0.00 0.00 0.00 - 0.00 62.30 37.70 0.00 0.00 -
PHF 0.33 0.00 0.75 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.83 0.65 0.00 0.00 0.00 0.68 0.00 0.79 0.72 0.00 0.00 0.90 0.83

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0730 - 0745 0 0 3 - - 3 - - - - - 0 0 1 - - 0 1 - 1 0 - 0 1 5
0745 - 0800 0 0 3 - - 3 - - - - - 0 0 1 - - 0 1 - 1 0 - 0 1 5
0800 - 0815 0 0 0 - - 0 - - - - - 0 0 1 - - 0 1 - 3 2 - 0 5 6
0815 - 0830 0 0 3 - - 3 - - - - - 0 2 1 - - 0 3 - 7 0 - 0 7 13

Total 0 0 9 0 0 9 0 0 0 0 0 0 2 4 0 0 0 6 0 12 2 0 0 14 29
Approach % 0.00 0.00 100.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 33.33 66.67 0.00 0.00 0.00 - 0.00 85.71 14.29 0.00 0.00 -
PHF 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.25 1.00 0.00 0.00 0.00 0.50 0.00 0.43 0.25 0.00 0.00 0.50 0.56
Peak Hour Turning Movement Count
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GA-401 N/Bound On-Ramp

Southbound

Tuesday, August 8, 2023 1178 (1-3) Session Parameters

h Session) (08 Period 1600 - 1800 30 (4-7) (Drop Down Menu)

Peak Hour 1615 - 1715 14 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 1222 Total Volume

(1-3) (4-7) (8-13) Total

1806 27 9 1842 921 11 26 884

2313 18 8 2339 1609 8 25 1576

Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
0 Classes (1-3) (4-7) (8-13) Total 0

Eastbound Westbound
3 0 0 3 Volume 5393 89 32 5514 0 0 0 0

294 3 3 300 0 PHF 0.9715 0

2016 15 5 2036 2530 19 51 2460

2450 9 32 2409

Total (8-13) (4-7) (1-3)

Total 0 645 230 1 414

(8-13) 0 5 1 0 4

(4-7) 0 20 2 1 17

(1-3) 0 620 227 0 393

Northbound

GA-401 N/Bound Off-Ramp

RightThruLef Left Thru Right
All vehicles
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1615 - 1630 53 0 95 - - 148 - - - - - 0 87 509 - - 1 597 - 366 207 - 0 573 1318
1630 - 1645 47 0 115 - - 162 - - - - - 0 73 538 - - 0 611 - 378 248 - 0 626 1399
1645 - 1700 70 1 119 - - 190 - - - - - 0 68 512 - - 1 581 - 419 229 - 0 648 1419
1700 - 1715 60 0 85 - - 145 - - - - - 0 72 477 - - 1 550 - 446 237 - 0 683 1378

Total 230 1 414 0 0 645 0 0 0 0 0 0 300 2036 0 0 3 2339 0 1609 921 0 0 2530 5514
Approach % 35.66 0.16 64.19 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 12.83 87.05 0.00 0.00 0.13 - 0.00 63.60 36.40 0.00 0.00 -
PHF 0.82 0.25 0.87 0.00 0.00 0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.86 0.95 0.00 0.00 0.75 0.96 0.00 0.90 0.93 0.00 0.00 0.93 0.97

Bikes
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1615 - 1630 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0
1630 - 1645 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0
1645 - 1700 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0
1700 - 1715 0 0 0 - - 0 - - - - - 0 0 0 - - 0 0 - 0 0 - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1615 - 1630 52 0 90 - - 142 - - - - - 0 85 502 - - 1 588 - 351 200 - 0 551 1281
1630 - 1645 46 0 110 - - 156 - - - - - 0 71 534 - - 0 605 - 372 237 - 0 609 1370
1645 - 1700 69 0 112 - - 181 - - - - - 0 67 509 - - 1 577 - 413 221 - 0 634 1392
1700 - 1715 60 0 81 - - 141 - - - - - 0 71 471 - - 1 543 - 440 226 - 0 666 1350

Total 227 0 393 0 0 620 0 0 0 0 0 0 294 2016 0 0 3 2313 0 1576 884 0 0 2460 5393
Approach % 36.61 0.00 63.39 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 12.71 87.16 0.00 0.00 0.13 - 0.00 64.07 35.93 0.00 0.00 -
PHF 0.82 0.00 0.88 0.00 0.00 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.86 0.94 0.00 0.00 0.75 0.96 0.00 0.90 0.93 0.00 0.00 0.92 0.97

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1615 - 1630 0 0 4 - - 4 - - - - - 0 0 6 - - 0 6 - 12 5 - 0 17 27
1630 - 1645 1 0 4 - - 5 - - - - - 0 1 3 - - 0 4 - 5 8 - 0 13 22
1645 - 1700 1 1 6 - - 8 - - - - - 0 1 2 - - 0 3 - 5 5 - 0 10 21
1700 - 1715 0 0 3 - - 3 - - - - - 0 1 4 - - 0 5 - 3 8 - 0 11 19

Total 2 1 17 0 0 20 0 0 0 0 0 0 3 15 0 0 0 18 0 25 26 0 0 51 89
Approach % 10.00 5.00 85.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 16.67 83.33 0.00 0.00 0.00 - 0.00 49.02 50.98 0.00 0.00 -
PHF 0.50 0.25 0.71 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.63 0.00 0.00 0.00 0.75 0.00 0.52 0.81 0.00 0.00 0.75 0.82

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App App Left Thru U-Turn App Thru Right U-Turn App Int
Time 3.1 3.2 3.3 Total Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1615 - 1630 1 0 1 - - 2 - - - - - 0 2 1 - - 0 3 - 3 2 - 0 5 10
1630 - 1645 0 0 1 - - 1 - - - - - 0 1 1 - - 0 2 - 1 3 - 0 4 7
1645 - 1700 0 0 1 - - 1 - - - - - 0 0 1 - - 0 1 - 1 3 - 0 4 6
1700 - 1715 0 0 1 - - 1 - - - - - 0 0 2 - - 0 2 - 3 3 - 0 6 9

Total 1 0 4 0 0 5 0 0 0 0 0 0 3 5 0 0 0 8 0 8 11 0 0 19 32
Approach % 20.00 0.00 80.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 37.50 62.50 0.00 0.00 0.00 - 0.00 42.11 57.89 0.00 0.00 -
PHF 0.25 0.00 1.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.63 0.00 0.00 0.00 0.67 0.00 0.67 0.92 0.00 0.00 0.79 0.80
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All vehicles

Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All vehicles
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0700 - 0715 25 0 75 100 78 212 0 290 176 225 0 401 791
0715 - 0730 23 0 101 124 75 304 0 379 227 234 1 462 965
0730 - 0745 41 0 115 156 94 391 0 485 229 263 0 492 1133
0745 - 0800 40 0 164 204 94 394 1 489 260 238 0 498 1191
Hourly Total 129 0 455 584 341 1301 1 1643 892 960 1 1853 4080
0800 - 0815 35 0 169 204 67 423 0 490 264 251 0 515 1209
0815 - 0830 40 0 147 187 77 387 1 465 238 238 0 476 1128
0830 - 0845 33 0 146 179 68 338 0 406 270 215 1 486 1071
0845 - 0900 38 0 128 166 60 314 0 374 234 176 0 410 950
Hourly Total 146 0 590 736 272 1462 1 1735 1006 880 1 1887 4358

Grand Total 275 0 1045 1320 613 2763 2 3378 1898 1840 2 3740 8438
Approach % 20.83 0.00 79.17 - 18.15 81.79 0.06 - 50.75 49.20 0.06 -
Intersection % 3.26 0.00 12.38 15.64 7.26 32.74 0.02 40.03 22.49 21.81 0.02 44.32
Heavy Vehicle % 3 - 4 3 5 3 0 4 5 3 0 4 4

PHF 0.95 0.00 0.88 0.92 0.88 0.94 0.50 0.98 0.94 0.94 0.00 0.96 0.96

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All vehicles All vehicles
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1600 - 1615 38 0 97 135 69 506 0 575 362 229 0 591 1301
1615 - 1630 53 0 95 148 87 509 1 597 366 207 0 573 1318
1630 - 1645 47 0 115 162 73 538 0 611 378 248 0 626 1399
1645 - 1700 70 1 119 190 68 512 1 581 419 229 0 648 1419
Hourly Total 208 1 426 635 297 2065 2 2364 1525 913 0 2438 5437
1700 - 1715 60 0 85 145 72 477 1 550 446 237 0 683 1378
1715 - 1730 37 1 98 136 80 575 2 657 350 170 0 520 1313
1730 - 1745 40 0 102 142 67 530 0 597 346 172 0 518 1257
1745 - 1800 48 0 84 132 67 491 0 558 306 154 1 461 1151
Hourly Total 185 1 369 555 286 2073 3 2362 1448 733 1 2182 5099

Grand Total 393 2 795 1190 583 4138 5 4726 2973 1646 1 4620 10536
Approach % 33.03 0.17 66.81 - 12.34 87.56 0.11 - 64.35 35.63 0.02 -
Intersection % 3.73 0.02 7.55 11.29 5.53 39.27 0.05 44.86 28.22 15.62 0.01 43.85
Heavy Vehicle % 2 50 5 4 3 1 0 1 2 4 0 3 2

PHF 0.82 0.25 0.87 0.85 0.86 0.95 0.75 0.96 0.90 0.93 0.00 0.93 0.97
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Bikes

Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 - 0.00 0.00 0.00 - 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Bikes Bikes
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 - 0.00 0.00 0.00 - 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Passenger Vehicles (1-3)

Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3)
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0700 - 0715 23 0 74 97 71 205 0 276 166 220 0 386 759
0715 - 0730 23 0 97 120 70 287 0 357 216 227 1 444 921
0730 - 0745 41 0 109 150 92 386 0 478 219 255 0 474 1102
0745 - 0800 39 0 158 197 91 385 1 477 251 232 0 483 1157
Hourly Total 126 0 438 564 324 1263 1 1588 852 934 1 1787 3939
0800 - 0815 35 0 165 200 64 407 0 471 252 245 0 497 1168
0815 - 0830 37 0 139 176 73 374 1 448 219 233 0 452 1076
0830 - 0845 31 0 143 174 65 324 0 389 254 209 1 464 1027
0845 - 0900 38 0 122 160 57 303 0 360 222 171 0 393 913
Hourly Total 141 0 569 710 259 1408 1 1668 947 858 1 1806 4184

Grand Total 267 0 1007 1274 583 2671 2 3256 1799 1792 2 3593 8123
Approach % 20.96 0.00 79.04 - 17.91 82.03 0.06 - 50.07 49.87 0.06 -
Intersection % 3.29 0.00 12.40 15.68 7.18 32.88 0.02 40.08 22.15 22.06 0.02 44.23

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3) Passenger Vehicles (1-3)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1600 - 1615 38 0 93 131 64 495 0 559 351 219 0 570 1260
1615 - 1630 52 0 90 142 85 502 1 588 351 200 0 551 1281
1630 - 1645 46 0 110 156 71 534 0 605 372 237 0 609 1370
1645 - 1700 69 0 112 181 67 509 1 577 413 221 0 634 1392
Hourly Total 205 0 405 610 287 2040 2 2329 1487 877 0 2364 5303
1700 - 1715 60 0 81 141 71 471 1 543 440 226 0 666 1350
1715 - 1730 36 1 94 131 79 564 2 645 347 165 0 512 1288
1730 - 1745 38 0 96 134 65 526 0 591 335 163 0 498 1223
1745 - 1800 46 0 81 127 66 484 0 550 298 147 1 446 1123
Hourly Total 180 1 352 533 281 2045 3 2329 1420 701 1 2122 4984

Grand Total 385 1 757 1143 568 4085 5 4658 2907 1578 1 4486 10287
Approach % 33.68 0.09 66.23 - 12.19 87.70 0.11 - 64.80 35.18 0.02 -
Intersection % 3.74 0.01 7.36 11.11 5.52 39.71 0.05 45.28 28.26 15.34 0.01 43.61
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Single Unit Trucks (4-7)

Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7)
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0700 - 0715 2 0 1 3 5 7 0 12 7 4 0 11 26
0715 - 0730 0 0 3 3 5 15 0 20 8 5 0 13 36
0730 - 0745 0 0 3 3 2 4 0 6 9 8 0 17 26
0745 - 0800 1 0 3 4 3 8 0 11 8 6 0 14 29
Hourly Total 3 0 10 13 15 34 0 49 32 23 0 55 117
0800 - 0815 0 0 4 4 3 15 0 18 9 4 0 13 35
0815 - 0830 3 0 5 8 2 12 0 14 12 5 0 17 39
0830 - 0845 1 0 3 4 3 14 0 17 13 5 0 18 39
0845 - 0900 0 0 6 6 2 9 0 11 9 2 0 11 28
Hourly Total 4 0 18 22 10 50 0 60 43 16 0 59 141

Grand Total 7 0 28 35 25 84 0 109 75 39 0 114 258
Approach % 20.00 0.00 80.00 - 22.94 77.06 0.00 - 65.79 34.21 0.00 -
Intersection % 2.71 0.00 10.85 13.57 9.69 32.56 0.00 42.25 29.07 15.12 0.00 44.19

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7) Single Unit Trucks (4-7)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1600 - 1615 0 0 3 3 4 8 0 12 8 7 0 15 30
1615 - 1630 0 0 4 4 0 6 0 6 12 5 0 17 27
1630 - 1645 1 0 4 5 1 3 0 4 5 8 0 13 22
1645 - 1700 1 1 6 8 1 2 0 3 5 5 0 10 21
Hourly Total 2 1 17 20 6 19 0 25 30 25 0 55 100
1700 - 1715 0 0 3 3 1 4 0 5 3 8 0 11 19
1715 - 1730 1 0 4 5 1 9 0 10 2 3 0 5 20
1730 - 1745 2 0 4 6 2 2 0 4 9 6 0 15 25
1745 - 1800 2 0 3 5 1 7 0 8 5 2 0 7 20
Hourly Total 5 0 14 19 5 22 0 27 19 19 0 38 84

Grand Total 7 1 31 39 11 41 0 52 49 44 0 93 184
Approach % 17.95 2.56 79.49 - 21.15 78.85 0.00 - 52.69 47.31 0.00 -
Intersection % 3.80 0.54 16.85 21.20 5.98 22.28 0.00 28.26 26.63 23.91 0.00 50.54
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Combination Trucks (8-13)

Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13)
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0700 - 0715 0 0 0 0 2 0 0 2 3 1 0 4 6
0715 - 0730 0 0 1 1 0 2 0 2 3 2 0 5 8
0730 - 0745 0 0 3 3 0 1 0 1 1 0 0 1 5
0745 - 0800 0 0 3 3 0 1 0 1 1 0 0 1 5
Hourly Total 0 0 7 7 2 4 0 6 8 3 0 11 24
0800 - 0815 0 0 0 0 0 1 0 1 3 2 0 5 6
0815 - 0830 0 0 3 3 2 1 0 3 7 0 0 7 13
0830 - 0845 1 0 0 1 0 0 0 0 3 1 0 4 5
0845 - 0900 0 0 0 0 1 2 0 3 3 3 0 6 9
Hourly Total 1 0 3 4 3 4 0 7 16 6 0 22 33

Grand Total 1 0 10 11 5 8 0 13 24 9 0 33 57
Approach % 9.09 0.00 90.91 - 38.46 61.54 0.00 - 72.73 27.27 0.00 -
Intersection % 1.75 0.00 17.54 19.30 8.77 14.04 0.00 22.81 42.11 15.79 0.00 57.89

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13Combination Trucks (8-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1600 - 1615 0 0 1 1 1 3 0 4 3 3 0 6 11
1615 - 1630 1 0 1 2 2 1 0 3 3 2 0 5 10
1630 - 1645 0 0 1 1 1 1 0 2 1 3 0 4 7
1645 - 1700 0 0 1 1 0 1 0 1 1 3 0 4 6
Hourly Total 1 0 4 5 4 6 0 10 8 11 0 19 34
1700 - 1715 0 0 1 1 0 2 0 2 3 3 0 6 9
1715 - 1730 0 0 0 0 0 2 0 2 1 2 0 3 5
1730 - 1745 0 0 2 2 0 2 0 2 2 3 0 5 9
1745 - 1800 0 0 0 0 0 0 0 0 3 5 0 8 8
Hourly Total 0 0 3 3 0 6 0 6 9 13 0 22 31

Grand Total 1 0 7 8 4 12 0 16 17 24 0 41 65
Approach % 12.50 0.00 87.50 - 25.00 75.00 0.00 - 41.46 58.54 0.00 -
Intersection % 1.54 0.00 10.77 12.31 6.15 18.46 0.00 24.62 26.15 36.92 0.00 63.08
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All Trucks (4-13)

Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13)
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
0700 - 0715 2 0 1 3 7 7 0 14 10 5 0 15 32
0715 - 0730 0 0 4 4 5 17 0 22 11 7 0 18 44
0730 - 0745 0 0 6 6 2 5 0 7 10 8 0 18 31
0745 - 0800 1 0 6 7 3 9 0 12 9 6 0 15 34
Hourly Total 3 0 17 20 17 38 0 55 40 26 0 66 141
0800 - 0815 0 0 4 4 3 16 0 19 12 6 0 18 41
0815 - 0830 3 0 8 11 4 13 0 17 19 5 0 24 52
0830 - 0845 2 0 3 5 3 14 0 17 16 6 0 22 44
0845 - 0900 0 0 6 6 3 11 0 14 12 5 0 17 37
Hourly Total 5 0 21 26 13 54 0 67 59 22 0 81 174

Grand Total 8 0 38 46 30 92 0 122 99 48 0 147 315
Approach % 17.39 0.00 82.61 - 24.59 75.41 0.00 - 67.35 32.65 0.00 -
Intersection % 2.54 0.00 12.06 14.60 9.52 29.21 0.00 38.73 31.43 15.24 0.00 46.67

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13) All Trucks (4-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right App Left Thru U-Turn App Thru Right U-Turn App Int
TIME 3.1 3.2 3.3 Total 3.4 3.5 3.6 Total 3.7 3.8 3.9 Total Total
1600 - 1615 0 0 4 4 5 11 0 16 11 10 0 21 41
1615 - 1630 1 0 5 6 2 7 0 9 15 7 0 22 37
1630 - 1645 1 0 5 6 2 4 0 6 6 11 0 17 29
1645 - 1700 1 1 7 9 1 3 0 4 6 8 0 14 27
Hourly Total 3 1 21 25 10 25 0 35 38 36 0 74 134
1700 - 1715 0 0 4 4 1 6 0 7 6 11 0 17 28
1715 - 1730 1 0 4 5 1 11 0 12 3 5 0 8 25
1730 - 1745 2 0 6 8 2 4 0 6 11 9 0 20 34
1745 - 1800 2 0 3 5 1 7 0 8 8 7 0 15 28
Hourly Total 5 0 17 22 5 28 0 33 28 32 0 60 115

Grand Total 8 1 38 47 15 53 0 68 66 68 0 134 249
Approach % 17.02 2.13 80.85 - 22.06 77.94 0.00 - 49.25 50.75 0.00 -
Intersection % 3.21 0.40 15.26 18.88 6.02 21.29 0.00 27.31 26.51 27.31 0.00 53.82
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Pedestrians
Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Pedestrians
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total
0700 - 0715 0 0 0 0 1 1 0 0 0 0 0 0 1
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 1 1 0 0 0 0 0 0 1
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 1 1 0 0 0 0 0 0 1
0830 - 0845 0 0 0 0 1 1 0 0 0 0 0 0 1
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 2 2 0 0 0 0 0 0 2

Grand Total 0 0 0 0 3 3 0 0 0 0 0 0 3
Approach % 0.00 0.00 - 0.00 100.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 100.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Peds) Pedestrians
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 1 1 0 0 0 0 0 0 1
1630 - 1645 0 0 0 1 1 2 0 0 0 0 0 0 2
1645 - 1700 0 0 0 0 1 1 0 0 0 0 0 0 1
Hourly Total 0 0 0 1 3 4 0 0 0 0 0 0 4
1700 - 1715 0 0 0 1 0 1 0 0 0 0 0 0 1
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 1 0 1 0 0 0 0 0 0 1

Grand Total 0 0 0 2 3 5 0 0 0 0 0 0 5
Approach % 0.00 0.00 - 40.00 60.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 40.00 60.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Bikes
Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Bikes) Bikes
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Motorized Vehicles
Stockbridge, GA www.marrtraffic.com
Site 3
GA-401 N/Bound Off-Ramp
GA-401 N/Bound On-Ramp Site 3 Date Weather
Eagles Landing Pkwy (WesGA-401 N/Bound Off-Ramp Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasGA-401 N/Bound On-Ramp 77°F 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.506324°, -84.230072°
33.506324°, -84.230072°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Motorized Vehicles
Weather
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (MotorizMotorized Vehicles
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Start Date: 8/8/2023 Eagles Landing Pkwy (West) Eagles Landing Pkwy (East) GA-401 N/Bound Off-Ramp GA-401 N/Bound On-Ramp
Eastbound Westbound Northbound Southbound
Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total

15 Minute Totals
12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 AM - 07:15 AM 78 212 0 0 176 225 25 0 75 0 0 0 792
07:15 AM - 07:30 AM 75 304 0 0 227 234 23 0 101 0 0 0 965
07:30 AM - 07:45 AM 94 391 0 0 229 263 41 0 115 0 0 0 1133
07:45 AM - 08:00 AM 94 394 0 0 260 238 40 0 164 0 0 0 1191
08:00 AM - 08:15 AM 67 423 0 0 264 251 35 0 169 0 0 0 1209
08:15 AM - 08:30 AM 77 387 0 0 238 238 40 0 147 0 0 0 1129
08:30 AM - 08:45 AM 68 338 0 0 270 215 33 0 146 0 0 0 1072
08:45 AM - 09:00 AM 60 314 0 0 234 176 38 0 128 0 0 0 950
09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 PM - 04:15 PM 69 506 0 0 362 229 38 0 97 0 0 0 1301
04:15 PM - 04:30 PM 87 509 0 0 366 207 53 0 95 0 0 0 1319
04:30 PM - 04:45 PM 73 538 0 0 378 248 47 0 115 0 0 0 1401
04:45 PM - 05:00 PM 68 512 0 0 419 229 70 1 119 0 0 0 1420
05:00 PM - 05:15 PM 72 477 0 0 446 237 60 0 85 0 0 0 1379
05:15 PM - 05:30 PM 80 575 0 0 350 170 37 1 98 0 0 0 1313
05:30 PM - 05:45 PM 67 530 0 0 346 172 40 0 102 0 0 0 1257
05:45 PM - 06:00 PM 67 491 0 0 306 154 48 0 84 0 0 0 1151
06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
Peak Hour Turning Movement Count
Click here for Map Stockbridge, GA
www.marrtraffic.com
Right Thru Left U-Turn RightThruLeftU-Turn

Rock Quarry Rd

Southbound

Tuesday, August 8, 2023 400 249 191 0 840 1041 (1-3) Session Parameters

h Session) (08 Period 0700 - 0900 17 14 2 0 33 34 (4-7) (Drop Down Menu)

Peak Hour 0730 - 0830 9 0 1 0 10 11 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 426 263 194 0 883 1086 Total Volume

(1-3) (4-7) (8-13) Total

1873 59 17 1949 235 2 1 232

2082 58 15 2155 1271 6 37 1228

Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
0 Classes (1-3) (4-7) (8-13) Total 0 117 0 0 117

Eastbound Westbound
5 0 0 5 Volume 5111 146 37 5294 0 0 0 0

569 22 7 598 0 PHF 0.9242 1

1204 32 8 1244 1623 8 38 1577

304 4 0 308 1538 9 35 1494

Total (8-13) (4-7) (1-3)

Total 721 633 33 247 253 100

(8-13) 0 4 0 2 2 0

(4-7) 18 17 0 5 11 1

(1-3) 703 612 33 240 240 99

Northbound

Patrick Henry Pkwy

RightThruLefU-Turn Left Thru Right
All vehicles
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0730 - 0745 61 41 27 - 5 134 57 67 116 - 0 240 129 296 61 - 2 488 22 315 43 - 0 380 1242
0745 - 0800 47 72 20 - 10 149 47 86 108 - 0 241 147 306 91 - 0 544 40 333 57 - 0 430 1364
0800 - 0815 63 73 33 - 8 177 45 59 104 - 0 208 167 345 88 - 1 601 32 348 66 - 0 446 1432
0815 - 0830 76 67 20 - 10 173 45 51 98 - 0 194 155 297 68 - 2 522 23 275 69 - 0 367 1256

Total 247 253 100 0 33 633 194 263 426 0 0 883 598 1244 308 0 5 2155 117 1271 235 0 0 1623 5294
Approach % 39.02 39.97 15.80 0.00 5.21 - 21.97 29.78 48.24 0.00 0.00 - 27.75 57.73 14.29 0.00 0.23 - 7.21 78.31 14.48 0.00 0.00 -
PHF 0.81 0.87 0.76 0.00 0.83 0.89 0.85 0.76 0.92 0.00 0.00 0.92 0.90 0.90 0.85 0.00 0.63 0.90 0.73 0.91 0.85 0.00 0.00 0.91 0.92

Bikes
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0730 - 0745 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
0745 - 0800 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
0800 - 0815 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
0815 - 0830 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0730 - 0745 60 38 27 - 5 130 56 63 110 - 0 229 124 290 60 - 2 476 22 304 43 - 0 369 1204
0745 - 0800 47 71 20 - 10 148 47 84 101 - 0 232 141 293 89 - 0 523 40 322 57 - 0 419 1322
0800 - 0815 60 70 33 - 8 171 44 54 99 - 0 197 159 333 87 - 1 580 32 337 66 - 0 435 1383
0815 - 0830 73 61 19 - 10 163 44 48 90 - 0 182 145 288 68 - 2 503 23 265 66 - 0 354 1202

Total 240 240 99 0 33 612 191 249 400 0 0 840 569 1204 304 0 5 2082 117 1228 232 0 0 1577 5111
Approach % 39.22 39.22 16.18 0.00 5.39 - 22.74 29.64 47.62 0.00 0.00 - 27.33 57.83 14.60 0.00 0.24 - 7.42 77.87 14.71 0.00 0.00 -
PHF 0.82 0.85 0.75 0.00 0.83 0.89 0.85 0.74 0.91 0.00 0.00 0.91 0.89 0.90 0.85 0.00 0.63 0.90 0.73 0.91 0.88 0.00 0.00 0.91 0.92

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0730 - 0745 1 3 0 - 0 4 0 4 6 - 0 10 5 2 1 - 0 8 0 11 0 - 0 11 33
0745 - 0800 0 1 0 - 0 1 0 2 4 - 0 6 4 10 2 - 0 16 0 11 0 - 0 11 34
0800 - 0815 2 2 0 - 0 4 1 5 4 - 0 10 7 12 1 - 0 20 0 8 0 - 0 8 42
0815 - 0830 2 5 1 - 0 8 1 3 3 - 0 7 6 8 0 - 0 14 0 7 1 - 0 8 37

Total 5 11 1 0 0 17 2 14 17 0 0 33 22 32 4 0 0 58 0 37 1 0 0 38 146
Approach % 29.41 64.71 5.88 0.00 0.00 - 6.06 42.42 51.52 0.00 0.00 - 37.93 55.17 6.90 0.00 0.00 - 0.00 97.37 2.63 0.00 0.00 -
PHF 0.63 0.55 0.25 0.00 0.00 0.53 0.50 0.70 0.71 0.00 0.00 0.83 0.79 0.67 0.50 0.00 0.00 0.73 0.00 0.84 0.25 0.00 0.00 0.86 0.87

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0730 - 0745 0 0 0 - 0 0 1 0 0 - 0 1 0 4 0 - 0 4 0 0 0 - 0 0 5
0745 - 0800 0 0 0 - 0 0 0 0 3 - 0 3 2 3 0 - 0 5 0 0 0 - 0 0 8
0800 - 0815 1 1 0 - 0 2 0 0 1 - 0 1 1 0 0 - 0 1 0 3 0 - 0 3 7
0815 - 0830 1 1 0 - 0 2 0 0 5 - 0 5 4 1 0 - 0 5 0 3 2 - 0 5 17

Total 2 2 0 0 0 4 1 0 9 0 0 10 7 8 0 0 0 15 0 6 2 0 0 8 37
Approach % 50.00 50.00 0.00 0.00 0.00 - 10.00 0.00 90.00 0.00 0.00 - 46.67 53.33 0.00 0.00 0.00 - 0.00 75.00 25.00 0.00 0.00 -
PHF 0.50 0.50 0.00 0.00 0.00 0.50 0.25 0.00 0.45 0.00 0.00 0.50 0.44 0.50 0.00 0.00 0.00 0.75 0.00 0.50 0.25 0.00 0.00 0.40 0.54
Peak Hour Turning Movement Count
Click here for Map Stockbridge, GA
www.marrtraffic.com
Right Thru Left U-Turn RightThruLeftU-Turn

Rock Quarry Rd

Southbound

Tuesday, August 8, 2023 667 273 273 0 1213 1013 (1-3) Session Parameters

h Session) (08 Period 1600 - 1800 16 9 1 0 26 24 (4-7) (Drop Down Menu)

Peak Hour 1630 - 1730 0 0 0 0 0 2 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 683 282 274 0 1239 1039 Total Volume

(1-3) (4-7) (8-13) Total

2413 48 14 2475 293 0 7 286

2458 39 9 2506 1456 14 25 1417

Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
0 Classes (1-3) (4-7) (8-13) Total 0 179 0 0 179

Eastbound Westbound
4 1 0 5 Volume 6191 108 23 6322 0 0 0 0

519 13 2 534 0 PHF 0.9811 0

1573 22 6 1601 1928 14 32 1882

362 3 1 366 1951 6 23 1922

Total (8-13) (4-7) (1-3)

Total 857 649 30 331 212 76

(8-13) 1 0 0 0 0 0

(4-7) 13 11 1 6 4 0

(1-3) 843 638 29 325 208 76

Northbound

Patrick Henry Pkwy

RightThruLefU-Turn Left Thru Right
All vehicles
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1630 - 1645 69 47 24 - 6 146 81 61 194 - 0 336 131 410 98 - 1 640 50 356 61 - 0 467 1589
1645 - 1700 83 46 25 - 7 161 77 80 164 - 0 321 135 400 80 - 3 618 48 396 65 - 0 509 1609
1700 - 1715 92 62 14 - 10 178 64 75 191 - 0 330 126 352 82 - 1 561 45 408 89 - 0 542 1611
1715 - 1730 87 57 13 - 7 164 52 66 134 - 0 252 142 439 106 - 0 687 36 296 78 - 0 410 1513

Total 331 212 76 0 30 649 274 282 683 0 0 1239 534 1601 366 0 5 2506 179 1456 293 0 0 1928 6322
Approach % 51.00 32.67 11.71 0.00 4.62 - 22.11 22.76 55.13 0.00 0.00 - 21.31 63.89 14.60 0.00 0.20 - 9.28 75.52 15.20 0.00 0.00 -
PHF 0.90 0.85 0.76 0.00 0.75 0.91 0.85 0.88 0.88 0.00 0.00 0.92 0.94 0.91 0.86 0.00 0.42 0.91 0.90 0.89 0.82 0.00 0.00 0.89 0.98

Bikes
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1630 - 1645 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
1645 - 1700 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
1700 - 1715 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
1715 - 1730 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1630 - 1645 67 46 24 - 5 142 81 58 188 - 0 327 128 400 97 - 1 626 50 344 59 - 0 453 1548
1645 - 1700 82 44 25 - 7 158 77 77 162 - 0 316 131 395 80 - 2 608 48 383 63 - 0 494 1576
1700 - 1715 91 62 14 - 10 177 64 73 185 - 0 322 123 344 80 - 1 548 45 400 87 - 0 532 1579
1715 - 1730 85 56 13 - 7 161 51 65 132 - 0 248 137 434 105 - 0 676 36 290 77 - 0 403 1488

Total 325 208 76 0 29 638 273 273 667 0 0 1213 519 1573 362 0 4 2458 179 1417 286 0 0 1882 6191
Approach % 50.94 32.60 11.91 0.00 4.55 - 22.51 22.51 54.99 0.00 0.00 - 21.11 64.00 14.73 0.00 0.16 - 9.51 75.29 15.20 0.00 0.00 -
PHF 0.89 0.84 0.76 0.00 0.73 0.90 0.84 0.89 0.89 0.00 0.00 0.93 0.95 0.91 0.86 0.00 0.50 0.91 0.90 0.89 0.82 0.00 0.00 0.88 0.98

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1630 - 1645 2 1 0 - 1 4 0 3 6 - 0 9 2 8 1 - 0 11 0 9 2 - 0 11 35
1645 - 1700 1 2 0 - 0 3 0 3 2 - 0 5 4 3 0 - 1 8 0 9 2 - 0 11 27
1700 - 1715 1 0 0 - 0 1 0 2 6 - 0 8 2 6 1 - 0 9 0 4 2 - 0 6 24
1715 - 1730 2 1 0 - 0 3 1 1 2 - 0 4 5 5 1 - 0 11 0 3 1 - 0 4 22

Total 6 4 0 0 1 11 1 9 16 0 0 26 13 22 3 0 1 39 0 25 7 0 0 32 108
Approach % 54.55 36.36 0.00 0.00 9.09 - 3.85 34.62 61.54 0.00 0.00 - 33.33 56.41 7.69 0.00 2.56 - 0.00 78.13 21.88 0.00 0.00 -
PHF 0.75 0.50 0.00 0.00 0.25 0.69 0.25 0.75 0.67 0.00 0.00 0.72 0.65 0.69 0.75 0.00 0.25 0.89 0.00 0.69 0.88 0.00 0.00 0.73 0.77

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1630 - 1645 0 0 0 - 0 0 0 0 0 - 0 0 1 2 0 - 0 3 0 3 0 - 0 3 6
1645 - 1700 0 0 0 - 0 0 0 0 0 - 0 0 0 2 0 - 0 2 0 4 0 - 0 4 6
1700 - 1715 0 0 0 - 0 0 0 0 0 - 0 0 1 2 1 - 0 4 0 4 0 - 0 4 8
1715 - 1730 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 3 0 - 0 3 3

Total 0 0 0 0 0 0 0 0 0 0 0 0 2 6 1 0 0 9 0 14 0 0 0 14 23
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 22.22 66.67 11.11 0.00 0.00 - 0.00 100.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.75 0.25 0.00 0.00 0.56 0.00 0.88 0.00 0.00 0.00 0.88 0.72
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All vehicles

Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All vehicles
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0700 - 0715 37 39 9 7 92 32 30 97 0 159 99 154 31 0 284 11 275 24 0 310 845
0715 - 0730 65 46 26 3 140 55 65 113 0 233 95 235 50 0 380 23 307 40 1 371 1124
0730 - 0745 61 41 27 5 134 57 67 116 0 240 129 296 61 2 488 22 315 43 0 380 1242
0745 - 0800 47 72 20 10 149 47 86 108 0 241 147 306 91 0 544 40 333 57 0 430 1364
Hourly Total 210 198 82 25 515 191 248 434 0 873 470 991 233 2 1696 96 1230 164 1 1491 4575
0800 - 0815 63 73 33 8 177 45 59 104 0 208 167 345 88 1 601 32 348 66 0 446 1432
0815 - 0830 76 67 20 10 173 45 51 98 0 194 155 297 68 2 522 23 275 69 0 367 1256
0830 - 0845 62 54 26 6 148 41 53 116 0 210 133 252 77 2 464 26 302 56 0 384 1206
0845 - 0900 60 50 21 5 136 50 42 95 0 187 128 234 75 1 438 21 261 59 0 341 1102
Hourly Total 261 244 100 29 634 181 205 413 0 799 583 1128 308 6 2025 102 1186 250 0 1538 4996

Grand Total 471 442 182 54 1149 372 453 847 0 1672 1053 2119 541 8 3721 198 2416 414 1 3029 9571
Approach % 40.99 38.47 15.84 4.70 - 22.25 27.09 50.66 0.00 - 28.30 56.95 14.54 0.21 - 6.54 79.76 13.67 0.03 -
Intersection % 4.92 4.62 1.90 0.56 12.01 3.89 4.73 8.85 0.00 17.47 11.00 22.14 5.65 0.08 38.88 2.07 25.24 4.33 0.01 31.65
Heavy Vehicle % 2 5 1 0 3 1 6 5 - 5 4 3 1 0 3 1 4 1 0 3 3

PHF 0.81 0.87 0.76 0.83 0.89 0.85 0.76 0.92 0.00 0.92 0.90 0.90 0.85 0.63 0.90 0.73 0.91 0.85 0.00 0.91 0.92

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All vehicles All vehicles
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1600 - 1615 96 59 15 7 177 74 74 166 0 314 137 390 83 2 612 34 337 60 0 431 1534
1615 - 1630 90 59 14 5 168 84 54 158 0 296 124 374 95 0 593 37 324 59 1 421 1478
1630 - 1645 69 47 24 6 146 81 61 194 0 336 131 410 98 1 640 50 356 61 0 467 1589
1645 - 1700 83 46 25 7 161 77 80 164 0 321 135 400 80 3 618 48 396 65 0 509 1609
Hourly Total 338 211 78 25 652 316 269 682 0 1267 527 1574 356 6 2463 169 1413 245 1 1828 6210
1700 - 1715 92 62 14 10 178 64 75 191 0 330 126 352 82 1 561 45 408 89 0 542 1611
1715 - 1730 87 57 13 7 164 52 66 134 0 252 142 439 106 0 687 36 296 78 0 410 1513
1730 - 1745 71 64 18 7 160 50 68 165 0 283 117 404 91 1 613 31 279 58 1 369 1425
1745 - 1800 60 50 13 6 129 54 56 109 0 219 127 367 79 0 573 24 289 48 1 362 1283
Hourly Total 310 233 58 30 631 220 265 599 0 1084 512 1562 358 2 2434 136 1272 273 2 1683 5832

Grand Total 648 444 136 55 1283 536 534 1281 0 2351 1039 3136 714 8 4897 305 2685 518 3 3511 12042
Approach % 50.51 34.61 10.60 4.29 - 22.80 22.71 54.49 0.00 - 21.22 64.04 14.58 0.16 - 8.69 76.47 14.75 0.09 -
Intersection % 5.38 3.69 1.13 0.46 10.65 4.45 4.43 10.64 0.00 19.52 8.63 26.04 5.93 0.07 40.67 2.53 22.30 4.30 0.02 29.16
Heavy Vehicle % 2 2 1 2 2 0 3 3 - 2 3 2 1 13 2 1 3 2 0 3 2

PHF 0.90 0.85 0.76 0.75 0.91 0.85 0.88 0.88 0.00 0.92 0.94 0.91 0.86 0.42 0.91 0.90 0.89 0.82 0.00 0.89 0.98
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Bikes

Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Bikes Bikes
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Passenger Vehicles (1-3)

Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0700 - 0715 36 37 9 7 89 32 29 96 0 157 96 149 31 0 276 11 266 24 0 301 823
0715 - 0730 65 45 26 3 139 54 62 110 0 226 90 228 49 0 367 23 291 40 1 355 1087
0730 - 0745 60 38 27 5 130 56 63 110 0 229 124 290 60 2 476 22 304 43 0 369 1204
0745 - 0800 47 71 20 10 148 47 84 101 0 232 141 293 89 0 523 40 322 57 0 419 1322
Hourly Total 208 191 82 25 506 189 238 417 0 844 451 960 229 2 1642 96 1183 164 1 1444 4436
0800 - 0815 60 70 33 8 171 44 54 99 0 197 159 333 87 1 580 32 337 66 0 435 1383
0815 - 0830 73 61 19 10 163 44 48 90 0 182 145 288 68 2 503 23 265 66 0 354 1202
0830 - 0845 60 51 26 6 143 41 49 106 0 196 130 241 76 2 449 25 291 54 0 370 1158
0845 - 0900 59 48 21 5 133 50 37 90 0 177 121 224 73 1 419 21 249 59 0 329 1058
Hourly Total 252 230 99 29 610 179 188 385 0 752 555 1086 304 6 1951 101 1142 245 0 1488 4801

Grand Total 460 421 181 54 1116 368 426 802 0 1596 1006 2046 533 8 3593 197 2325 409 1 2932 9237
Approach % 41.22 37.72 16.22 4.84 - 23.06 26.69 50.25 0.00 - 28.00 56.94 14.83 0.22 - 6.72 79.30 13.95 0.03 -
Intersection % 4.98 4.56 1.96 0.58 12.08 3.98 4.61 8.68 0.00 17.28 10.89 22.15 5.77 0.09 38.90 2.13 25.17 4.43 0.01 31.74

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3) Passenger Vehicles (1-3)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1600 - 1615 94 58 15 7 174 74 73 163 0 310 134 385 82 2 603 32 320 60 0 412 1499
1615 - 1630 85 57 14 5 161 83 51 154 0 288 120 366 95 0 581 37 318 55 1 411 1441
1630 - 1645 67 46 24 5 142 81 58 188 0 327 128 400 97 1 626 50 344 59 0 453 1548
1645 - 1700 82 44 25 7 158 77 77 162 0 316 131 395 80 2 608 48 383 63 0 494 1576
Hourly Total 328 205 78 24 635 315 259 667 0 1241 513 1546 354 5 2418 167 1365 237 1 1770 6064
1700 - 1715 91 62 14 10 177 64 73 185 0 322 123 344 80 1 548 45 400 87 0 532 1579
1715 - 1730 85 56 13 7 161 51 65 132 0 248 137 434 105 0 676 36 290 77 0 403 1488
1730 - 1745 69 64 18 7 158 50 67 156 0 273 112 396 91 1 600 31 271 58 1 361 1392
1745 - 1800 59 50 12 6 127 54 55 107 0 216 124 362 79 0 565 23 276 48 1 348 1256
Hourly Total 304 232 57 30 623 219 260 580 0 1059 496 1536 355 2 2389 135 1237 270 2 1644 5715

Grand Total 632 437 135 54 1258 534 519 1247 0 2300 1009 3082 709 7 4807 302 2602 507 3 3414 11779
Approach % 50.24 34.74 10.73 4.29 - 23.22 22.57 54.22 0.00 - 20.99 64.11 14.75 0.15 - 8.85 76.22 14.85 0.09 -
Intersection % 5.37 3.71 1.15 0.46 10.68 4.53 4.41 10.59 0.00 19.53 8.57 26.17 6.02 0.06 40.81 2.56 22.09 4.30 0.03 28.98
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Single Unit Trucks (4-7)

Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0700 - 0715 1 2 0 0 3 0 1 1 0 2 3 5 0 0 8 0 6 0 0 6 19
0715 - 0730 0 1 0 0 1 1 3 2 0 6 4 6 1 0 11 0 12 0 0 12 30
0730 - 0745 1 3 0 0 4 0 4 6 0 10 5 2 1 0 8 0 11 0 0 11 33
0745 - 0800 0 1 0 0 1 0 2 4 0 6 4 10 2 0 16 0 11 0 0 11 34
Hourly Total 2 7 0 0 9 1 10 13 0 24 16 23 4 0 43 0 40 0 0 40 116
0800 - 0815 2 2 0 0 4 1 5 4 0 10 7 12 1 0 20 0 8 0 0 8 42
0815 - 0830 2 5 1 0 8 1 3 3 0 7 6 8 0 0 14 0 7 1 0 8 37
0830 - 0845 2 2 0 0 4 0 4 8 0 12 3 10 1 0 14 0 10 2 0 12 42
0845 - 0900 1 2 0 0 3 0 5 4 0 9 7 10 2 0 19 0 8 0 0 8 39
Hourly Total 7 11 1 0 19 2 17 19 0 38 23 40 4 0 67 0 33 3 0 36 160

Grand Total 9 18 1 0 28 3 27 32 0 62 39 63 8 0 110 0 73 3 0 76 276
Approach % 32.14 64.29 3.57 0.00 - 4.84 43.55 51.61 0.00 - 35.45 57.27 7.27 0.00 - 0.00 96.05 3.95 0.00 -
Intersection % 3.26 6.52 0.36 0.00 10.14 1.09 9.78 11.59 0.00 22.46 14.13 22.83 2.90 0.00 39.86 0.00 26.45 1.09 0.00 27.54

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7) Single Unit Trucks (4-7)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1600 - 1615 1 1 0 0 2 0 0 3 0 3 2 4 1 0 7 2 11 0 0 13 25
1615 - 1630 4 2 0 0 6 1 3 3 0 7 4 5 0 0 9 0 3 4 0 7 29
1630 - 1645 2 1 0 1 4 0 3 6 0 9 2 8 1 0 11 0 9 2 0 11 35
1645 - 1700 1 2 0 0 3 0 3 2 0 5 4 3 0 1 8 0 9 2 0 11 27
Hourly Total 8 6 0 1 15 1 9 14 0 24 12 20 2 1 35 2 32 8 0 42 116
1700 - 1715 1 0 0 0 1 0 2 6 0 8 2 6 1 0 9 0 4 2 0 6 24
1715 - 1730 2 1 0 0 3 1 1 2 0 4 5 5 1 0 11 0 3 1 0 4 22
1730 - 1745 2 0 0 0 2 0 1 6 0 7 3 5 0 0 8 0 3 0 0 3 20
1745 - 1800 1 0 1 0 2 0 1 2 0 3 3 5 0 0 8 1 6 0 0 7 20
Hourly Total 6 1 1 0 8 1 5 16 0 22 13 21 2 0 36 1 16 3 0 20 86

Grand Total 14 7 1 1 23 2 14 30 0 46 25 41 4 1 71 3 48 11 0 62 202
Approach % 60.87 30.43 4.35 4.35 - 4.35 30.43 65.22 0.00 - 35.21 57.75 5.63 1.41 - 4.84 77.42 17.74 0.00 -
Intersection % 6.93 3.47 0.50 0.50 11.39 0.99 6.93 14.85 0.00 22.77 12.38 20.30 1.98 0.50 35.15 1.49 23.76 5.45 0.00 30.69
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Combination Trucks (8-13)

Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3
0715 - 0730 0 0 0 0 0 0 0 1 0 1 1 1 0 0 2 0 4 0 0 4 7
0730 - 0745 0 0 0 0 0 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 5
0745 - 0800 0 0 0 0 0 0 0 3 0 3 2 3 0 0 5 0 0 0 0 0 8
Hourly Total 0 0 0 0 0 1 0 4 0 5 3 8 0 0 11 0 7 0 0 7 23
0800 - 0815 1 1 0 0 2 0 0 1 0 1 1 0 0 0 1 0 3 0 0 3 7
0815 - 0830 1 1 0 0 2 0 0 5 0 5 4 1 0 0 5 0 3 2 0 5 17
0830 - 0845 0 1 0 0 1 0 0 2 0 2 0 1 0 0 1 1 1 0 0 2 6
0845 - 0900 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 4 0 0 4 5
Hourly Total 2 3 0 0 5 0 0 9 0 9 5 2 0 0 7 1 11 2 0 14 35

Grand Total 2 3 0 0 5 1 0 13 0 14 8 10 0 0 18 1 18 2 0 21 58
Approach % 40.00 60.00 0.00 0.00 - 7.14 0.00 92.86 0.00 - 44.44 55.56 0.00 0.00 - 4.76 85.71 9.52 0.00 -
Intersection % 3.45 5.17 0.00 0.00 8.62 1.72 0.00 22.41 0.00 24.14 13.79 17.24 0.00 0.00 31.03 1.72 31.03 3.45 0.00 36.21

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13Combination Trucks (8-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1600 - 1615 1 0 0 0 1 0 1 0 0 1 1 1 0 0 2 0 6 0 0 6 10
1615 - 1630 1 0 0 0 1 0 0 1 0 1 0 3 0 0 3 0 3 0 0 3 8
1630 - 1645 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 3 0 0 3 6
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 4 6
Hourly Total 2 0 0 0 2 0 1 1 0 2 2 8 0 0 10 0 16 0 0 16 30
1700 - 1715 0 0 0 0 0 0 0 0 0 0 1 2 1 0 4 0 4 0 0 4 8
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3
1730 - 1745 0 0 0 0 0 0 0 3 0 3 2 3 0 0 5 0 5 0 0 5 13
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 7
Hourly Total 0 0 0 0 0 0 0 3 0 3 3 5 1 0 9 0 19 0 0 19 31

Grand Total 2 0 0 0 2 0 1 4 0 5 5 13 1 0 19 0 35 0 0 35 61
Approach % 100.00 0.00 0.00 0.00 - 0.00 20.00 80.00 0.00 - 26.32 68.42 5.26 0.00 - 0.00 100.00 0.00 0.00 -
Intersection % 3.28 0.00 0.00 0.00 3.28 0.00 1.64 6.56 0.00 8.20 8.20 21.31 1.64 0.00 31.15 0.00 57.38 0.00 0.00 57.38
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All Trucks (4-13)

Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
0700 - 0715 1 2 0 0 3 0 1 1 0 2 3 5 0 0 8 0 9 0 0 9 22
0715 - 0730 0 1 0 0 1 1 3 3 0 7 5 7 1 0 13 0 16 0 0 16 37
0730 - 0745 1 3 0 0 4 1 4 6 0 11 5 6 1 0 12 0 11 0 0 11 38
0745 - 0800 0 1 0 0 1 0 2 7 0 9 6 13 2 0 21 0 11 0 0 11 42
Hourly Total 2 7 0 0 9 2 10 17 0 29 19 31 4 0 54 0 47 0 0 47 139
0800 - 0815 3 3 0 0 6 1 5 5 0 11 8 12 1 0 21 0 11 0 0 11 49
0815 - 0830 3 6 1 0 10 1 3 8 0 12 10 9 0 0 19 0 10 3 0 13 54
0830 - 0845 2 3 0 0 5 0 4 10 0 14 3 11 1 0 15 1 11 2 0 14 48
0845 - 0900 1 2 0 0 3 0 5 5 0 10 7 10 2 0 19 0 12 0 0 12 44
Hourly Total 9 14 1 0 24 2 17 28 0 47 28 42 4 0 74 1 44 5 0 50 195

Grand Total 11 21 1 0 33 4 27 45 0 76 47 73 8 0 128 1 91 5 0 97 334
Approach % 33.33 63.64 3.03 0.00 - 5.26 35.53 59.21 0.00 - 36.72 57.03 6.25 0.00 - 1.03 93.81 5.15 0.00 -
Intersection % 3.29 6.29 0.30 0.00 9.88 1.20 8.08 13.47 0.00 22.75 14.07 21.86 2.40 0.00 38.32 0.30 27.25 1.50 0.00 29.04

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13) All Trucks (4-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total
1600 - 1615 2 1 0 0 3 0 1 3 0 4 3 5 1 0 9 2 17 0 0 19 35
1615 - 1630 5 2 0 0 7 1 3 4 0 8 4 8 0 0 12 0 6 4 0 10 37
1630 - 1645 2 1 0 1 4 0 3 6 0 9 3 10 1 0 14 0 12 2 0 14 41
1645 - 1700 1 2 0 0 3 0 3 2 0 5 4 5 0 1 10 0 13 2 0 15 33
Hourly Total 10 6 0 1 17 1 10 15 0 26 14 28 2 1 45 2 48 8 0 58 146
1700 - 1715 1 0 0 0 1 0 2 6 0 8 3 8 2 0 13 0 8 2 0 10 32
1715 - 1730 2 1 0 0 3 1 1 2 0 4 5 5 1 0 11 0 6 1 0 7 25
1730 - 1745 2 0 0 0 2 0 1 9 0 10 5 8 0 0 13 0 8 0 0 8 33
1745 - 1800 1 0 1 0 2 0 1 2 0 3 3 5 0 0 8 1 13 0 0 14 27
Hourly Total 6 1 1 0 8 1 5 19 0 25 16 26 3 0 45 1 35 3 0 39 117

Grand Total 16 7 1 1 25 2 15 34 0 51 30 54 5 1 90 3 83 11 0 97 263
Approach % 64.00 28.00 4.00 4.00 - 3.92 29.41 66.67 0.00 - 33.33 60.00 5.56 1.11 - 3.09 85.57 11.34 0.00 -
Intersection % 6.08 2.66 0.38 0.38 9.51 0.76 5.70 12.93 0.00 19.39 11.41 20.53 1.90 0.38 34.22 1.14 31.56 4.18 0.00 36.88
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Pedestrians
Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Pedestrians
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 1 1 0 0 0 0 0 0 0 0 0 1
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 1 0 1 1
Hourly Total 0 1 1 0 0 0 0 0 0 1 0 1 2
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 1 1 0 0 0 0 0 0 1
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 1 1 0 0 0 0 0 0 1

Grand Total 0 1 1 0 1 1 0 0 0 1 0 1 3
Approach % 0.00 100.00 - 0.00 100.00 - 0.00 0.00 - 100.00 0.00 -
Intersection % 0.00 33.33 33.33 0.00 33.33 33.33 0.00 0.00 0.00 33.33 0.00 33.33

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Peds) Pedestrians
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Bikes
Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Bikes) Bikes
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Motorized Vehicles
Stockbridge, GA www.marrtraffic.com
Site 2
Patrick Henry Pkwy
Rock Quarry Rd Site 2 Date Weather
Eagles Landing Pkwy (WesPatrick Henry Pkwy Tuesday, August 8, 2023 Mostly Cloudy
Eagles Landing Pkwy (EasRock Quarry Rd 77°F 77°F
Eagles Landing Pkwy (West) Lat/Long
Lat/Long Eagles Landing Pkwy (East) 33.507213°, -84.227953°
33.507213°, -84.227953°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Motorized Vehicles
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (MotorizMotorized Vehicles
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy Rock Quarry Rd Eagles Landing Pkwy (West) Eagles Landing Pkwy (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Start Date: 8/8/2023 Eagles Landing Pkwy (West) Eagles Landing Pkwy (East) Patrick Henry Pkwy Rock Quarry Rd
Eastbound Westbound Northbound Southbound
Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total

15 Minute Totals
12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 AM - 07:15 AM 99 154 31 11 275 24 37 39 9 32 30 97 845
07:15 AM - 07:30 AM 95 235 50 23 307 40 65 46 26 55 65 113 1125
07:30 AM - 07:45 AM 129 296 61 22 315 43 61 41 27 57 67 116 1242
07:45 AM - 08:00 AM 147 306 91 40 333 57 47 72 20 47 86 108 1365
08:00 AM - 08:15 AM 167 345 88 32 348 66 63 73 33 45 59 104 1432
08:15 AM - 08:30 AM 155 297 68 23 275 69 76 67 20 45 51 98 1256
08:30 AM - 08:45 AM 133 252 77 26 302 56 62 54 26 41 53 116 1207
08:45 AM - 09:00 AM 128 234 75 21 261 59 60 50 21 50 42 95 1102
09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 PM - 04:15 PM 137 390 83 34 337 60 96 59 15 74 74 166 1534
04:15 PM - 04:30 PM 124 374 95 37 324 59 90 59 14 84 54 158 1478
04:30 PM - 04:45 PM 131 410 98 50 356 61 69 47 24 81 61 194 1589
04:45 PM - 05:00 PM 135 400 80 48 396 65 83 46 25 77 80 164 1609
05:00 PM - 05:15 PM 126 352 82 45 408 89 92 62 14 64 75 191 1611
05:15 PM - 05:30 PM 142 439 106 36 296 78 87 57 13 52 66 134 1513
05:30 PM - 05:45 PM 117 404 91 31 279 58 71 64 18 50 68 165 1425
05:45 PM - 06:00 PM 127 367 79 24 289 48 60 50 13 54 56 109 1283
06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
Peak Hour Turning Movement Count
Click here for Map Stockbridge, GA
www.marrtraffic.com
Right Thru Left U-Turn RightThruLeftU-Turn

Patrick Henry Pkwy (North)

Southbound

Tuesday, August 8, 2023 205 9 172 0 386 650 (1-3) Session Parameters

h Session) (08 Period 0700 - 0900 6 2 5 0 13 21 (4-7) (Drop Down Menu)

Peak Hour 0730 - 0830 0 0 0 0 0 3 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 211 11 177 0 399 674 Total Volume

(1-3) (4-7) (8-13) Total

1391 26 6 1423 263 2 5 256

1023 29 3 1055 1162 5 17 1140

Jodeco Rd (West) Jodeco Rd (East)
0 Classes (1-3) (4-7) (8-13) Total 0 24 0 0 24

Eastbound Westbound
1 0 0 1 Volume 2945 69 11 3025 15 0 1 14

362 16 1 379 0 PHF 0.943 0

590 12 2 604 1464 7 23 1434

70 1 0 71 822 2 19 801

Total (8-13) (4-7) (1-3)

Total 106 107 0 49 32 26

(8-13) 0 1 0 1 0 0

(4-7) 3 4 0 3 0 1

(1-3) 103 102 0 45 32 25

Northbound

Patrick Henry Pkwy (South)

RightThruLefU-Turn Left Thru Right
All vehicles
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0730 - 0745 10 6 7 - 0 23 28 1 38 - 0 67 86 162 14 - 1 263 7 343 65 - 2 417 770
0745 - 0800 9 7 5 - 0 21 56 4 53 - 0 113 106 185 16 - 0 307 2 260 69 - 5 336 777
0800 - 0815 15 14 6 - 0 35 48 1 67 - 0 116 103 138 27 - 0 268 9 308 64 - 2 383 802
0815 - 0830 15 5 8 - 0 28 45 5 53 - 0 103 84 119 14 - 0 217 6 251 65 - 6 328 676

Total 49 32 26 0 0 107 177 11 211 0 0 399 379 604 71 0 1 1055 24 1162 263 0 15 1464 3025
Approach % 45.79 29.91 24.30 0.00 0.00 - 44.36 2.76 52.88 0.00 0.00 - 35.92 57.25 6.73 0.00 0.09 - 1.64 79.37 17.96 0.00 1.02 -
PHF 0.82 0.57 0.81 0.00 0.00 0.76 0.79 0.55 0.79 0.00 0.00 0.86 0.89 0.82 0.66 0.00 0.25 0.86 0.67 0.85 0.95 0.00 0.63 0.88 0.94

Bikes
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0730 - 0745 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
0745 - 0800 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
0800 - 0815 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
0815 - 0830 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0730 - 0745 9 6 7 - 0 22 28 1 37 - 0 66 82 156 14 - 1 253 7 336 64 - 2 409 750
0745 - 0800 8 7 5 - 0 20 55 3 51 - 0 109 103 182 16 - 0 301 2 256 69 - 4 331 761
0800 - 0815 14 14 5 - 0 33 46 1 64 - 0 111 101 136 27 - 0 264 9 299 62 - 2 372 780
0815 - 0830 14 5 8 - 0 27 43 4 53 - 0 100 76 116 13 - 0 205 6 249 61 - 6 322 654

Total 45 32 25 0 0 102 172 9 205 0 0 386 362 590 70 0 1 1023 24 1140 256 0 14 1434 2945
Approach % 44.12 31.37 24.51 0.00 0.00 - 44.56 2.33 53.11 0.00 0.00 - 35.39 57.67 6.84 0.00 0.10 - 1.67 79.50 17.85 0.00 0.98 -
PHF 0.80 0.57 0.78 0.00 0.00 0.77 0.78 0.56 0.80 0.00 0.00 0.87 0.88 0.81 0.65 0.00 0.25 0.85 0.67 0.85 0.93 0.00 0.58 0.88 0.94

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0730 - 0745 1 0 0 - 0 1 0 0 1 - 0 1 4 4 0 - 0 8 0 6 1 - 0 7 17
0745 - 0800 1 0 0 - 0 1 1 1 2 - 0 4 3 3 0 - 0 6 0 4 0 - 1 5 16
0800 - 0815 0 0 1 - 0 1 2 0 3 - 0 5 2 2 0 - 0 4 0 6 1 - 0 7 17
0815 - 0830 1 0 0 - 0 1 2 1 0 - 0 3 7 3 1 - 0 11 0 1 3 - 0 4 19

Total 3 0 1 0 0 4 5 2 6 0 0 13 16 12 1 0 0 29 0 17 5 0 1 23 69
Approach % 75.00 0.00 25.00 0.00 0.00 - 38.46 15.38 46.15 0.00 0.00 - 55.17 41.38 3.45 0.00 0.00 - 0.00 73.91 21.74 0.00 4.35 -
PHF 0.75 0.00 0.25 0.00 0.00 1.00 0.63 0.50 0.50 0.00 0.00 0.65 0.57 0.75 0.25 0.00 0.00 0.66 0.00 0.71 0.42 0.00 0.25 0.82 0.91

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0730 - 0745 0 0 0 - 0 0 0 0 0 - 0 0 0 2 0 - 0 2 0 1 0 - 0 1 3
0745 - 0800 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
0800 - 0815 1 0 0 - 0 1 0 0 0 - 0 0 0 0 0 - 0 0 0 3 1 - 0 4 5
0815 - 0830 0 0 0 - 0 0 0 0 0 - 0 0 1 0 0 - 0 1 0 1 1 - 0 2 3

Total 1 0 0 0 0 1 0 0 0 0 0 0 1 2 0 0 0 3 0 5 2 0 0 7 11
Approach % 100.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 33.33 66.67 0.00 0.00 0.00 - 0.00 71.43 28.57 0.00 0.00 -
PHF 0.25 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.38 0.00 0.42 0.50 0.00 0.00 0.44 0.55
Peak Hour Turning Movement Count
Click here for Map Stockbridge, GA
www.marrtraffic.com
Right Thru Left U-Turn RightThruLeftU-Turn

Patrick Henry Pkwy (North)

Southbound

Tuesday, August 8, 2023 345 27 387 2 761 388 (1-3) Session Parameters

h Session) (08 Period 1600 - 1800 4 2 6 0 12 8 (4-7) (Drop Down Menu)

Peak Hour 1630 - 1730 0 0 1 0 1 2 (8-13) Peak Hour

* the Peak Hour Diagram does not include Bikes 349 29 394 2 774 398 Total Volume

(1-3) (4-7) (8-13) Total

1229 30 7 1266 177 0 3 174

1019 24 11 1054 868 7 22 839

Jodeco Rd (West) Jodeco Rd (East)
0 Classes (1-3) (4-7) (8-13) Total 1 24 0 3 21

Eastbound Westbound
1 0 0 1 Volume 2910 68 20 2998 13 0 0 13

199 5 2 206 0 PHF 0.9548 2

772 17 9 798 1082 7 28 1047

47 2 0 49 1232 11 23 1198

Total (8-13) (4-7) (1-3)

Total 102 88 0 48 13 27

(8-13) 0 1 0 0 0 1

(4-7) 7 4 0 4 0 0

(1-3) 95 83 0 44 13 26

Northbound

Patrick Henry Pkwy (South)

RightThruLefU-Turn Left Thru Right
All vehicles
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1630 - 1645 11 4 8 - 0 23 94 6 74 - 0 174 51 210 17 - 1 279 5 222 44 - 4 275 751
1645 - 1700 7 3 6 - 0 16 89 10 78 - 1 178 51 179 12 - 0 242 2 201 40 - 1 244 680
1700 - 1715 14 2 7 - 0 23 89 7 112 - 1 209 44 204 11 - 0 259 8 235 48 - 3 294 785
1715 - 1730 16 4 6 - 0 26 122 6 85 - 0 213 60 205 9 - 0 274 9 210 45 - 5 269 782

Total 48 13 27 0 0 88 394 29 349 0 2 774 206 798 49 0 1 1054 24 868 177 0 13 1082 2998
Approach % 54.55 14.77 30.68 0.00 0.00 - 50.90 3.75 45.09 0.00 0.26 - 19.54 75.71 4.65 0.00 0.09 - 2.22 80.22 16.36 0.00 1.20 -
PHF 0.75 0.81 0.84 0.00 0.00 0.85 0.81 0.73 0.78 0.00 0.50 0.91 0.86 0.95 0.72 0.00 0.25 0.94 0.67 0.92 0.92 0.00 0.65 0.92 0.95

Bikes
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1630 - 1645 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
1645 - 1700 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
1700 - 1715 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0
1715 - 1730 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0

Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Passenger Vehicles (1-3)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1630 - 1645 11 4 7 - 0 22 92 6 73 - 0 171 48 201 16 - 1 266 4 210 44 - 4 262 721
1645 - 1700 6 3 6 - 0 15 88 10 76 - 1 175 47 170 12 - 0 229 2 196 39 - 1 238 657
1700 - 1715 14 2 7 - 0 23 85 6 111 - 1 203 44 198 10 - 0 252 6 230 46 - 3 285 763
1715 - 1730 13 4 6 - 0 23 122 5 85 - 0 212 60 203 9 - 0 272 9 203 45 - 5 262 769

Total 44 13 26 0 0 83 387 27 345 0 2 761 199 772 47 0 1 1019 21 839 174 0 13 1047 2910
Approach % 53.01 15.66 31.33 0.00 0.00 - 50.85 3.55 45.34 0.00 0.26 - 19.53 75.76 4.61 0.00 0.10 - 2.01 80.13 16.62 0.00 1.24 -
PHF 0.79 0.81 0.93 0.00 0.00 0.90 0.79 0.68 0.78 0.00 0.50 0.90 0.83 0.95 0.73 0.00 0.25 0.94 0.58 0.91 0.95 0.00 0.65 0.92 0.95

Single Unit Trucks (4-7)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1630 - 1645 0 0 0 - 0 0 2 0 1 - 0 3 2 6 1 - 0 9 1 9 0 - 0 10 22
1645 - 1700 1 0 0 - 0 1 1 0 2 - 0 3 3 6 0 - 0 9 0 3 1 - 0 4 17
1700 - 1715 0 0 0 - 0 0 3 1 1 - 0 5 0 3 1 - 0 4 2 4 2 - 0 8 17
1715 - 1730 3 0 0 - 0 3 0 1 0 - 0 1 0 2 0 - 0 2 0 6 0 - 0 6 12

Total 4 0 0 0 0 4 6 2 4 0 0 12 5 17 2 0 0 24 3 22 3 0 0 28 68
Approach % 100.00 0.00 0.00 0.00 0.00 - 50.00 16.67 33.33 0.00 0.00 - 20.83 70.83 8.33 0.00 0.00 - 10.71 78.57 10.71 0.00 0.00 -
PHF 0.33 0.00 0.00 0.00 0.00 0.33 0.50 0.50 0.50 0.00 0.00 0.60 0.42 0.71 0.50 0.00 0.00 0.67 0.38 0.61 0.38 0.00 0.00 0.70 0.77

Combination Trucks (8-13)
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
Time 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1630 - 1645 0 0 1 - 0 1 0 0 0 - 0 0 1 3 0 - 0 4 0 3 0 - 0 3 8
1645 - 1700 0 0 0 - 0 0 0 0 0 - 0 0 1 3 0 - 0 4 0 2 0 - 0 2 6
1700 - 1715 0 0 0 - 0 0 1 0 0 - 0 1 0 3 0 - 0 3 0 1 0 - 0 1 5
1715 - 1730 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 0 1 1

Total 0 0 1 0 0 1 1 0 0 0 0 1 2 9 0 0 0 11 0 7 0 0 0 7 20
Approach % 0.00 0.00 100.00 0.00 0.00 - 100.00 0.00 0.00 0.00 0.00 - 18.18 81.82 0.00 0.00 0.00 - 0.00 100.00 0.00 0.00 0.00 -
PHF 0.00 0.00 0.25 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.00 0.25 0.50 0.75 0.00 0.00 0.00 0.69 0.00 0.58 0.00 0.00 0.00 0.58 0.63
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All vehicles

Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All vehicles
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0700 - 0715 8 2 1 0 11 16 0 32 0 48 55 118 10 0 183 3 259 37 2 301 543
0715 - 0730 4 6 6 0 16 32 1 56 0 89 82 116 10 0 208 6 284 46 3 339 652
0730 - 0745 10 6 7 0 23 28 1 38 0 67 86 162 14 1 263 7 343 65 2 417 770
0745 - 0800 9 7 5 0 21 56 4 53 0 113 106 185 16 0 307 2 260 69 5 336 777
Hourly Total 31 21 19 0 71 132 6 179 0 317 329 581 50 1 961 18 1146 217 12 1393 2742
0800 - 0815 15 14 6 0 35 48 1 67 0 116 103 138 27 0 268 9 308 64 2 383 802
0815 - 0830 15 5 8 0 28 45 5 53 0 103 84 119 14 0 217 6 251 65 6 328 676
0830 - 0845 15 7 3 0 25 25 2 45 0 72 72 111 19 0 202 1 229 49 0 279 578
0845 - 0900 6 2 2 0 10 28 2 47 0 77 67 93 3 1 164 6 210 47 1 264 515
Hourly Total 51 28 19 0 98 146 10 212 0 368 326 461 63 1 851 22 998 225 9 1254 2571

Grand Total 82 49 38 0 169 278 16 391 0 685 655 1042 113 2 1812 40 2144 442 21 2647 5313
Approach % 48.52 28.99 22.49 0.00 - 40.58 2.34 57.08 0.00 - 36.15 57.51 6.24 0.11 - 1.51 81.00 16.70 1.16 -
Intersection % 1.54 0.92 0.72 0.00 3.18 5.23 0.30 7.36 0.00 12.89 12.33 19.61 2.13 0.04 34.11 0.75 40.35 8.32 0.40 49.82
Heavy Vehicle % 9 0 3 - 5 3 13 3 - 4 4 3 4 0 3 8 2 2 10 2 3

PHF 0.82 0.57 0.81 0.00 0.76 0.79 0.55 0.79 0.00 0.86 0.89 0.82 0.66 0.25 0.86 0.67 0.85 0.95 0.63 0.88 0.94

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All vehicles All vehicles
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1600 - 1615 6 3 4 0 13 86 4 74 1 165 45 144 8 1 198 7 207 49 1 264 640
1615 - 1630 10 5 7 0 22 76 4 82 0 162 44 172 15 1 232 6 224 42 6 278 694
1630 - 1645 11 4 8 0 23 94 6 74 0 174 51 210 17 1 279 5 222 44 4 275 751
1645 - 1700 7 3 6 0 16 89 10 78 1 178 51 179 12 0 242 2 201 40 1 244 680
Hourly Total 34 15 25 0 74 345 24 308 2 679 191 705 52 3 951 20 854 175 12 1061 2765
1700 - 1715 14 2 7 0 23 89 7 112 1 209 44 204 11 0 259 8 235 48 3 294 785
1715 - 1730 16 4 6 0 26 122 6 85 0 213 60 205 9 0 274 9 210 45 5 269 782
1730 - 1745 6 2 8 0 16 104 6 62 0 172 54 212 13 0 279 5 205 48 2 260 727
1745 - 1800 10 1 11 0 22 88 3 45 0 136 48 187 11 0 246 6 187 31 6 230 634
Hourly Total 46 9 32 0 87 403 22 304 1 730 206 808 44 0 1058 28 837 172 16 1053 2928

Grand Total 80 24 57 0 161 748 46 612 3 1409 397 1513 96 3 2009 48 1691 347 28 2114 5693
Approach % 49.69 14.91 35.40 0.00 - 53.09 3.26 43.44 0.21 - 19.76 75.31 4.78 0.15 - 2.27 79.99 16.41 1.32 -
Intersection % 1.41 0.42 1.00 0.00 2.83 13.14 0.81 10.75 0.05 24.75 6.97 26.58 1.69 0.05 35.29 0.84 29.70 6.10 0.49 37.13
Heavy Vehicle % 5 0 9 - 6 2 4 1 0 1 3 3 2 0 3 6 3 1 4 3 3

PHF 0.75 0.81 0.84 0.00 0.85 0.81 0.73 0.78 0.50 0.91 0.86 0.95 0.72 0.25 0.94 0.67 0.92 0.92 0.65 0.92 0.95
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Bikes

Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Bikes Bikes
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 2
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 2
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 2
Approach % 0.00 0.00 0.00 0.00 - 0.00 0.00 100.00 0.00 - 0.00 0.00 100.00 0.00 - 0.00 0.00 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 0.00 50.00 0.00 0.00 50.00 0.00 50.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Passenger Vehicles (1-3)

Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0700 - 0715 6 2 1 0 9 15 0 32 0 47 55 112 9 0 176 2 255 35 1 293 525
0715 - 0730 3 6 6 0 15 31 1 55 0 87 82 113 10 0 205 4 281 46 3 334 641
0730 - 0745 9 6 7 0 22 28 1 37 0 66 82 156 14 1 253 7 336 64 2 409 750
0745 - 0800 8 7 5 0 20 55 3 51 0 109 103 182 16 0 301 2 256 69 4 331 761
Hourly Total 26 21 19 0 66 129 5 175 0 309 322 563 49 1 935 15 1128 214 10 1367 2677
0800 - 0815 14 14 5 0 33 46 1 64 0 111 101 136 27 0 264 9 299 62 2 372 780
0815 - 0830 14 5 8 0 27 43 4 53 0 100 76 116 13 0 205 6 249 61 6 322 654
0830 - 0845 15 7 3 0 25 24 2 41 0 67 69 108 18 0 195 1 221 48 0 270 557
0845 - 0900 6 2 2 0 10 27 2 45 0 74 64 91 2 1 158 6 206 47 1 260 502
Hourly Total 49 28 18 0 95 140 9 203 0 352 310 451 60 1 822 22 975 218 9 1224 2493

Grand Total 75 49 37 0 161 269 14 378 0 661 632 1014 109 2 1757 37 2103 432 19 2591 5170
Approach % 46.58 30.43 22.98 0.00 - 40.70 2.12 57.19 0.00 - 35.97 57.71 6.20 0.11 - 1.43 81.17 16.67 1.08 -
Intersection % 1.45 0.95 0.72 0.00 3.11 5.20 0.27 7.31 0.00 12.79 12.22 19.61 2.11 0.04 33.98 0.72 40.68 8.36 0.37 50.12

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Passenger Vehicles (1-3) Passenger Vehicles (1-3)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1600 - 1615 6 3 3 0 12 83 4 73 1 161 42 134 8 1 185 7 198 48 1 254 612
1615 - 1630 10 5 6 0 21 75 4 80 0 159 44 165 14 1 224 6 215 42 5 268 672
1630 - 1645 11 4 7 0 22 92 6 73 0 171 48 201 16 1 266 4 210 44 4 262 721
1645 - 1700 6 3 6 0 15 88 10 76 1 175 47 170 12 0 229 2 196 39 1 238 657
Hourly Total 33 15 22 0 70 338 24 302 2 666 181 670 50 3 904 19 819 173 11 1022 2662
1700 - 1715 14 2 7 0 23 85 6 111 1 203 44 198 10 0 252 6 230 46 3 285 763
1715 - 1730 13 4 6 0 23 122 5 85 0 212 60 203 9 0 272 9 203 45 5 262 769
1730 - 1745 6 2 7 0 15 104 6 62 0 172 54 209 13 0 276 5 199 48 2 254 717
1745 - 1800 10 1 10 0 21 87 3 45 0 135 47 183 11 0 241 6 182 31 6 225 622
Hourly Total 43 9 30 0 82 398 20 303 1 722 205 793 43 0 1041 26 814 170 16 1026 2871

Grand Total 76 24 52 0 152 736 44 605 3 1388 386 1463 93 3 1945 45 1633 343 27 2048 5533
Approach % 50.00 15.79 34.21 0.00 - 53.03 3.17 43.59 0.22 - 19.85 75.22 4.78 0.15 - 2.20 79.74 16.75 1.32 -
Intersection % 1.37 0.43 0.94 0.00 2.75 13.30 0.80 10.93 0.05 25.09 6.98 26.44 1.68 0.05 35.15 0.81 29.51 6.20 0.49 37.01
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Single Unit Trucks (4-7)

Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0700 - 0715 1 0 0 0 1 1 0 0 0 1 0 5 1 0 6 0 4 2 1 7 15
0715 - 0730 1 0 0 0 1 1 0 1 0 2 0 3 0 0 3 2 2 0 0 4 10
0730 - 0745 1 0 0 0 1 0 0 1 0 1 4 4 0 0 8 0 6 1 0 7 17
0745 - 0800 1 0 0 0 1 1 1 2 0 4 3 3 0 0 6 0 4 0 1 5 16
Hourly Total 4 0 0 0 4 3 1 4 0 8 7 15 1 0 23 2 16 3 2 23 58
0800 - 0815 0 0 1 0 1 2 0 3 0 5 2 2 0 0 4 0 6 1 0 7 17
0815 - 0830 1 0 0 0 1 2 1 0 0 3 7 3 1 0 11 0 1 3 0 4 19
0830 - 0845 0 0 0 0 0 1 0 3 0 4 2 3 1 0 6 0 6 0 0 6 16
0845 - 0900 0 0 0 0 0 1 0 2 0 3 3 1 1 0 5 0 4 0 0 4 12
Hourly Total 1 0 1 0 2 6 1 8 0 15 14 9 3 0 26 0 17 4 0 21 64

Grand Total 5 0 1 0 6 9 2 12 0 23 21 24 4 0 49 2 33 7 2 44 122
Approach % 83.33 0.00 16.67 0.00 - 39.13 8.70 52.17 0.00 - 42.86 48.98 8.16 0.00 - 4.55 75.00 15.91 4.08 -
Intersection % 4.10 0.00 0.82 0.00 4.92 7.38 1.64 9.84 0.00 18.85 17.21 19.67 3.28 0.00 40.16 1.64 27.05 5.74 1.64 36.07

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Single Unit Trucks (4-7) Single Unit Trucks (4-7)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1600 - 1615 0 0 1 0 1 2 0 1 0 3 3 8 0 0 11 0 6 1 0 7 22
1615 - 1630 0 0 1 0 1 1 0 1 0 2 0 5 0 0 5 0 7 0 1 8 16
1630 - 1645 0 0 0 0 0 2 0 1 0 3 2 6 1 0 9 1 9 0 0 10 22
1645 - 1700 1 0 0 0 1 1 0 2 0 3 3 6 0 0 9 0 3 1 0 4 17
Hourly Total 1 0 2 0 3 6 0 5 0 11 8 25 1 0 34 1 25 2 1 29 77
1700 - 1715 0 0 0 0 0 3 1 1 0 5 0 3 1 0 4 2 4 2 0 8 17
1715 - 1730 3 0 0 0 3 0 1 0 0 1 0 2 0 0 2 0 6 0 0 6 12
1730 - 1745 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 8
1745 - 1800 0 0 1 0 1 1 0 0 0 1 1 4 0 0 5 0 1 0 0 1 8
Hourly Total 3 0 2 0 5 4 2 1 0 7 1 12 1 0 14 2 15 2 0 19 45

Grand Total 4 0 4 0 8 10 2 6 0 18 9 37 2 0 48 3 40 4 1 48 122
Approach % 50.00 0.00 50.00 0.00 - 55.56 11.11 33.33 0.00 - 18.75 77.08 4.17 0.00 - 6.25 83.33 8.33 2.08 -
Intersection % 3.28 0.00 3.28 0.00 6.56 8.20 1.64 4.92 0.00 14.75 7.38 30.33 1.64 0.00 39.34 2.46 32.79 3.28 0.82 39.34
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || Combination Trucks (8-13)

Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0700 - 0715 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 3
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 1 0 0 0 1 0 0 0 0 0 0 3 0 0 3 1 2 0 0 3 7
0800 - 0815 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 5
0815 - 0830 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 0 2 3
0830 - 0845 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 0 2 1 0 3 5
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Hourly Total 1 0 0 0 1 0 0 1 0 1 2 1 0 0 3 0 6 3 0 9 14

Grand Total 2 0 0 0 2 0 0 1 0 1 2 4 0 0 6 1 8 3 0 12 21
Approach % 100.00 0.00 0.00 0.00 - 0.00 0.00 100.00 0.00 - 33.33 66.67 0.00 0.00 - 8.33 66.67 25.00 0.00 -
Intersection % 9.52 0.00 0.00 0.00 9.52 0.00 0.00 4.76 0.00 4.76 9.52 19.05 0.00 0.00 28.57 4.76 38.10 14.29 0.00 57.14

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Combination Trucks (8-13Combination Trucks (8-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1600 - 1615 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 0 3 0 0 3 6
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4
1630 - 1645 0 0 1 0 1 0 0 0 0 0 1 3 0 0 4 0 3 0 0 3 8
1645 - 1700 0 0 0 0 0 0 0 0 0 0 1 3 0 0 4 0 2 0 0 2 6
Hourly Total 0 0 1 0 1 1 0 0 0 1 2 10 0 0 12 0 10 0 0 10 24
1700 - 1715 0 0 0 0 0 1 0 0 0 1 0 3 0 0 3 0 1 0 0 1 5
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4
Hourly Total 0 0 0 0 0 1 0 0 0 1 0 3 0 0 3 0 8 0 0 8 12

Grand Total 0 0 1 0 1 2 0 0 0 2 2 13 0 0 15 0 18 0 0 18 36
Approach % 0.00 0.00 100.00 0.00 - 100.00 0.00 0.00 0.00 - 13.33 86.67 0.00 0.00 - 0.00 100.00 0.00 0.00 -
Intersection % 0.00 0.00 2.78 0.00 2.78 5.56 0.00 0.00 0.00 5.56 5.56 36.11 0.00 0.00 41.67 0.00 50.00 0.00 0.00 50.00
Stockbridge, GA

Classified Turn MovemenClassified Turn Movement Count || All Trucks (4-13)

Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13)
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
0700 - 0715 2 0 0 0 2 1 0 0 0 1 0 6 1 0 7 1 4 2 1 8 18
0715 - 0730 1 0 0 0 1 1 0 1 0 2 0 3 0 0 3 2 3 0 0 5 11
0730 - 0745 1 0 0 0 1 0 0 1 0 1 4 6 0 0 10 0 7 1 0 8 20
0745 - 0800 1 0 0 0 1 1 1 2 0 4 3 3 0 0 6 0 4 0 1 5 16
Hourly Total 5 0 0 0 5 3 1 4 0 8 7 18 1 0 26 3 18 3 2 26 65
0800 - 0815 1 0 1 0 2 2 0 3 0 5 2 2 0 0 4 0 9 2 0 11 22
0815 - 0830 1 0 0 0 1 2 1 0 0 3 8 3 1 0 12 0 2 4 0 6 22
0830 - 0845 0 0 0 0 0 1 0 4 0 5 3 3 1 0 7 0 8 1 0 9 21
0845 - 0900 0 0 0 0 0 1 0 2 0 3 3 2 1 0 6 0 4 0 0 4 13
Hourly Total 2 0 1 0 3 6 1 9 0 16 16 10 3 0 29 0 23 7 0 30 78

Grand Total 7 0 1 0 8 9 2 13 0 24 23 28 4 0 55 3 41 10 2 56 143
Approach % 87.50 0.00 12.50 0.00 - 37.50 8.33 54.17 0.00 - 41.82 50.91 7.27 0.00 - 5.36 73.21 17.86 3.64 -
Intersection % 4.90 0.00 0.70 0.00 5.59 6.29 1.40 9.09 0.00 16.78 16.08 19.58 2.80 0.00 38.46 2.10 28.67 6.99 1.40 39.16

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
All Trucks (4-13) All Trucks (4-13)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int
TIME 1.1 1.2 1.3 1.4 Total 1.5 1.6 1.7 1.8 Total 1.9 1.10 1.11 1.12 Total 1.13 1.14 1.15 1.16 Total Total
1600 - 1615 0 0 1 0 1 3 0 1 0 4 3 10 0 0 13 0 9 1 0 10 28
1615 - 1630 0 0 1 0 1 1 0 1 0 2 0 7 0 0 7 0 9 0 1 10 20
1630 - 1645 0 0 1 0 1 2 0 1 0 3 3 9 1 0 13 1 12 0 0 13 30
1645 - 1700 1 0 0 0 1 1 0 2 0 3 4 9 0 0 13 0 5 1 0 6 23
Hourly Total 1 0 3 0 4 7 0 5 0 12 10 35 1 0 46 1 35 2 1 39 101
1700 - 1715 0 0 0 0 0 4 1 1 0 6 0 6 1 0 7 2 5 2 0 9 22
1715 - 1730 3 0 0 0 3 0 1 0 0 1 0 2 0 0 2 0 7 0 0 7 13
1730 - 1745 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 6 0 0 6 10
1745 - 1800 0 0 1 0 1 1 0 0 0 1 1 4 0 0 5 0 5 0 0 5 12
Hourly Total 3 0 2 0 5 5 2 1 0 8 1 15 1 0 17 2 23 2 0 27 57

Grand Total 4 0 5 0 9 12 2 6 0 20 11 50 2 0 63 3 58 4 1 66 158
Approach % 44.44 0.00 55.56 0.00 - 60.00 10.00 30.00 0.00 - 17.46 79.37 3.17 0.00 - 4.55 87.88 6.06 1.52 -
Intersection % 2.53 0.00 3.16 0.00 5.70 7.59 1.27 3.80 0.00 12.66 6.96 31.65 1.27 0.00 39.87 1.90 36.71 2.53 0.63 41.77
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Pedestrians
Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Pedestrians
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 1a 1b Total 1c 1d Total 1e 1f Total 1g 1h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 1 0 1 0 0 0 0 0 0 1
0730 - 0745 0 0 0 0 1 1 0 0 0 0 0 0 1
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 1 1 2 0 0 0 0 0 0 2
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 1 1 2 0 0 0 0 0 0 2
Approach % 0.00 0.00 - 50.00 50.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 50.00 50.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Peds) Pedestrians
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 1a 1b Total 1c 1d Total 1e 1f Total 1g 1h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 1 1 1
1615 - 1630 0 0 0 0 1 1 0 0 0 1 3 4 5
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 1 1 0 0 0 1 4 5 6
1700 - 1715 0 0 0 0 0 0 0 0 0 0 1 1 1
1715 - 1730 0 0 0 0 0 0 0 0 0 2 0 2 2
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 2 1 3 3

Grand Total 0 0 0 0 1 1 0 0 0 3 5 8 9
Approach % 0.00 0.00 - 0.00 100.00 - 0.00 0.00 - 37.50 62.50 -
Intersection % 0.00 0.00 0.00 0.00 11.11 11.11 0.00 0.00 0.00 33.33 55.56 88.89
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Bikes
Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Bikes
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 1a 1b Total 1c 1d Total 1e 1f Total 1g 1h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (Bikes) Bikes
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 1a 1b Total 1c 1d Total 1e 1f Total 1g 1h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 1 0 1 0 0 0 0 0 0 1
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 1 0 1 0 0 0 0 0 0 1

Grand Total 0 0 0 1 0 1 0 0 0 0 0 0 1
Approach % 0.00 0.00 - 100.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 100.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00
Stockbridge, GA

Crosswalk Counts Crosswalk Counts || Motorized Vehicles
Stockbridge, GA www.marrtraffic.com
Site 1
Patrick Henry Pkwy (South)
Site 1
Patrick Henry Pkwy (North Date Weather
Jodeco Rd (West) Patrick Henry Pkwy (South) Tuesday, August 8, 2023 Mostly Cloudy
Jodeco Rd (East) Patrick Henry Pkwy (North) 77°F 77°F
Jodeco Rd (West) Lat/Long
Lat/Long Jodeco Rd (East) 33.482885°, -84.212395°
33.482885°, -84.212395°

Date
################### 0700 - 0900 (Weekday 2h Session) (08-08-2023)
Motorized Vehicles
Weather
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 1a 1b Total 1c 1d Total 1e 1f Total 1g 1h Total Total
0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0
0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0
0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0
0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0
0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0
0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0
0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1600 - 1800 (Weekday 2h1600 - 1800 (Weekday 2h Session) (08-08-2023)
Crosswalk Count (MotorizMotorized Vehicles
1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19
Northbound Southbound Eastbound Westbound
Patrick Henry Pkwy (South) Patrick Henry Pkwy (North) Jodeco Rd (West) Jodeco Rd (East)
EB WB App EB WB App NB SB App NB SB App Int
TIME 1a 1b Total 1c 1d Total 1e 1f Total 1g 1h Total Total
1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0
1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0
1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0
1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0
1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0
1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0
1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0

Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Approach % 0.00 0.00 - 0.00 0.00 - 0.00 0.00 - 0.00 0.00 -
Intersection % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Start Date: 8/8/2023 Jodeco Rd (West) Jodeco Rd (East) Patrick Henry Pkwy (South) Patrick Henry Pkwy (North)
Eastbound Westbound Northbound Southbound
Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total

15 Minute Totals
12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 AM - 07:15 AM 55 118 10 3 259 37 8 2 1 16 0 32 543
07:15 AM - 07:30 AM 82 116 10 6 284 46 4 6 6 32 1 56 653
07:30 AM - 07:45 AM 86 162 14 7 343 65 10 6 7 28 1 38 771
07:45 AM - 08:00 AM 106 185 16 2 260 69 9 7 5 56 4 53 777
08:00 AM - 08:15 AM 103 138 27 9 308 64 15 14 6 48 1 67 802
08:15 AM - 08:30 AM 84 119 14 6 251 65 15 5 8 45 5 53 676
08:30 AM - 08:45 AM 72 111 19 1 229 49 15 7 3 25 2 45 578
08:45 AM - 09:00 AM 67 93 3 6 210 47 6 2 2 28 2 47 515
09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 PM - 04:15 PM 45 144 8 7 207 49 6 3 4 86 4 74 641
04:15 PM - 04:30 PM 44 172 15 6 224 42 10 5 7 76 4 82 699
04:30 PM - 04:45 PM 51 210 17 5 222 44 11 4 8 94 6 74 751
04:45 PM - 05:00 PM 51 179 12 2 201 40 7 3 6 89 10 78 680
05:00 PM - 05:15 PM 44 204 11 8 235 48 14 2 7 89 7 112 786
05:15 PM - 05:30 PM 60 205 9 9 210 45 16 4 6 122 6 85 785
05:30 PM - 05:45 PM 54 212 13 5 205 48 6 2 8 104 6 62 727
05:45 PM - 06:00 PM 48 187 11 6 187 31 10 1 11 88 3 45 634
06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
APPENDIX E

Project Fact Sheets

Waypoint Henry County Residential │ Traffic Impact Study E
October 2023 │ KHA Project #118449002
HE-161A Atlanta Region's Plan RTP (2020) PROJECT FACT SHEET

Short Title ROCK QUARRY ROAD WIDENING FROM NORTH OF
EAGLE SPRINGS DRIVE TO SR 42 / SR 138

GDOT Project No. 0015090

Federal ID No. N/A

Status Programmed

Service Type Roadway / General Purpose Capacity

Sponsor Henry County

Jurisdiction Henry County

Analysis Level In the Region's Air Quality Conformity Analysis

Existing Thru Lane 2 LCI
Network Year 2030
Planned Thru Lane 4 Flex
Corridor Length 2.43 miles
Detailed Description and Justification
This project will widen Rock Quarry Road from two to four lanes between north of Eagle Springs Drive and SR42/138 to address congestion
related to the hospital near the I-75 South interchange. This project will feature a 10-foot multi-use path.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE
Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE
PE Surface Transportation Block Grant AUTH 2017 $1,500,000 $1,200,000 $0,000 $0,000 $300,000
(STBG) Program - Urban (>200K)
(ARC)
ROW Surface Transportation Block Grant AUTH 2020 $7,171,200 $5,600,000 $0,000 $0,000 $1,571,200
(STBG) Program - Urban (>200K)
(ARC)
UTL Local Jurisdiction/Municipality 2024 $1,830,821 $0,000 $0,000 $0,000 $1,830,821
Funds
CST Local Jurisdiction/Municipality 2024 $5,029,111 $0,000 $0,000 $0,000 $5,029,111
Funds
CST Surface Transportation Block Grant 2024 $25,500,992 $20,400,794 $0,000 $0,000 $5,100,198
(STBG) Program - Urban (>200K)
(ARC)
$41,032,124 $27,200,794 $0,000 $0,000 $13,831,330
SCP: Scoping PE: Preliminary engineering / engineering / design / planning PE-OV: GDOT oversight services for engineering ROW: Right-of-way Acquistion
UTL: Utility relocation CST: Construction / Implementation ALL: Total estimated cost, inclusive of all phases

? For additional information about this project, please call (404) 463-3100 or email transportation@atlantaregional.com.

Report Generated: 8/23/2023
HE-179 Atlanta Region's Plan RTP (2020) PROJECT FACT SHEET

Short Title WESTERN PARALLEL CONNECTOR - NEW ALIGNMENT
FROM JONESBORO ROAD TO HUDSON BRIDGE ROAD

GDOT Project No. 0014482

Federal ID No. N/A

Status Programmed

Service Type Roadway / General Purpose Capacity

Sponsor GDOT

Jurisdiction Henry County

Analysis Level In the Region's Air Quality Conformity Analysis

Existing Thru Lane 0 LCI
Network Year 2030
Planned Thru Lane 4 Flex
Corridor Length 3.3 miles
Detailed Description and Justification
This roadway currently extends northward from Jonesboro Road along the existing Mount Olive Road. The first 1100-feet is a paved two-lane
roadway; the next 2100-feet is a gravel roadway. The project proposes to build a 2-lane roadway with plans to improve, upgrade and create a
future four-lane section with a median.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE
Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE
SCP Transportation Funding Act (HB AUTH 2017 $1,000,000 $0,000 $1,000,000 $0,000 $0,000
170)
PE Transportation Funding Act (HB AUTH 2018 $2,000,000 $0,000 $2,000,000 $0,000 $0,000
170)
ROW Local Jurisdiction/Municipality AUTH 2020 $570,000 $0,000 $0,000 $0,000 $570,000
Funds
ROW Transportation Funding Act (HB AUTH 2020 $6,000,000 $0,000 $6,000,000 $0,000 $0,000
170)
UTL Transportation Funding Act (HB 2024 $982,478 $0,000 $982,478 $0,000 $0,000
170)
CST Transportation Funding Act (HB 2024 $44,853,480 $0,000 $44,853,480 $0,000 $0,000
170)
$55,405,958 $0,000 $54,835,958 $0,000 $570,000
SCP: Scoping PE: Preliminary engineering / engineering / design / planning PE-OV: GDOT oversight services for engineering ROW: Right-of-way Acquistion
UTL: Utility relocation CST: Construction / Implementation ALL: Total estimated cost, inclusive of all phases

? For additional information about this project, please call (404) 463-3100 or email transportation@atlantaregional.com.

Report Generated: 8/23/2023
HE-165B Atlanta Region's Plan RTP (2020) PROJECT FACT SHEET

Short Title PATRICK HENRY PARKWAY: SEGMENT 2 - WIDENING
FROM JODECO ROAD TO EAGLES LANDING PARKWAY

GDOT Project No. N/A

Federal ID No.

Status Long Range

Service Type Roadway / General Purpose Capacity

Sponsor Henry County

Jurisdiction Henry County

Analysis Level In the Region's Air Quality Conformity Analysis

Existing Thru Lane 2 LCI
Network Year 2040
Planned Thru Lane 4 Flex
Corridor Length 2 miles
Detailed Description and Justification
The project involves the widening of Patrick Henry Parkway between Jodeco Road and Eagles Landing Parkway from 2 lanes to 4 lanes with a 20-
foot raised median. Urban shoulders will have a 5-foot concrete sidewalk and a 10-foot multi-use path on the other side. This roadway will be
designed to accommodate a new intersection of a new roadway bridging across I-75 to the west. This project is located within the Hudson Bridge
-- Jonesboro Roads Connector LCI.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE
Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE
ALL Local Jurisdiction/Municipality LR 2031- $12,700,000 $0,000 $0,000 $0,000 $12,700,000
Funds 2040
$12,700,000 $0,000 $0,000 $0,000 $12,700,000
SCP: Scoping PE: Preliminary engineering / engineering / design / planning PE-OV: GDOT oversight services for engineering ROW: Right-of-way Acquistion
UTL: Utility relocation CST: Construction / Implementation ALL: Total estimated cost, inclusive of all phases

? For additional information about this project, please call (404) 463-3100 or email transportation@atlantaregional.com.

Report Generated: 8/23/2023
HE-132C Atlanta Region's Plan RTP (2020) PROJECT FACT SHEET

Short Title EAGLES LANDING PARKWAY WIDENING FROM EAGLES
POINTE PARKWAY TO US 23

GDOT Project No. N/A

Federal ID No.

Status Long Range

Service Type Roadway / General Purpose Capacity

Sponsor Henry County

Jurisdiction Henry County

Analysis Level In the Region's Air Quality Conformity Analysis

Existing Thru Lane 4 LCI
Network Year 2040
Planned Thru Lane 6 Flex
Corridor Length 2.2 miles
Detailed Description and Justification
This project involves adding one general purpose lane in each direction along Eagles Landing Parkway between Eagles Point Parkway and US 23.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE
Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE
ALL Local Jurisdiction/Municipality LR 2029- $19,000,000 $0,000 $0,000 $0,000 $19,000,000
Funds 2030
$19,000,000 $0,000 $0,000 $0,000 $19,000,000
SCP: Scoping PE: Preliminary engineering / engineering / design / planning PE-OV: GDOT oversight services for engineering ROW: Right-of-way Acquistion
UTL: Utility relocation CST: Construction / Implementation ALL: Total estimated cost, inclusive of all phases

? For additional information about this project, please call (404) 463-3100 or email transportation@atlantaregional.com.

Report Generated: 8/23/2023
HE-450 Atlanta Region's Plan RTP (2020) PROJECT FACT SHEET

Short Title HENRY COUNTY LOCAL BUS PILOT ROUTE
IMPLEMENTATION FROM MCDONOUGH TO
STOCKBRIDGE PARK AND RIDE LOT

GDOT Project No. 0019633

Federal ID No. N/A

Status Programmed

Service Type Transit / Operations & Maintenance

Sponsor Henry County

Jurisdiction Henry County

Analysis Level Exempt from Air Quality Analysis (40 CFR 93)

Existing Thru Lane N/A LCI
Network Year TBD
Planned Thru Lane N/A Flex X Corridor Length N/A miles
Detailed Description and Justification
This project will implement a new fixed-route local bus service from McDonough city center to Stockbridge and the Stockbridge park-&-ride lot
providing intra-county transit connectivity and regional connectivity via Xpress routes 431 and 432. This route was assessed as the best
performing route and was recommended in the Henry County Transit Master Plan.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE
Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE
CST Congestion Mitigation & Air Quality AUTH 2023 $2,000,000 $1,600,000 $0,000 $0,000 $400,000
Improvement (CMAQ)
CST Congestion Mitigation & Air Quality 2024 $2,000,000 $1,600,000 $0,000 $0,000 $400,000
Improvement (CMAQ)
CST Congestion Mitigation & Air Quality 2025 $2,000,000 $1,600,000 $0,000 $0,000 $400,000
Improvement (CMAQ)
$6,000,000 $4,800,000 $0,000 $0,000 $1,200,000
SCP: Scoping PE: Preliminary engineering / engineering / design / planning PE-OV: GDOT oversight services for engineering ROW: Right-of-way Acquistion
UTL: Utility relocation CST: Construction / Implementation ALL: Total estimated cost, inclusive of all phases

? For additional information about this project, please call (404) 463-3100 or email transportation@atlantaregional.com.

Report Generated: 8/23/2023
Engineering Division

October 17, 2023

Re: Water and Sewer Services - Availability
Proposed Development: Multi-Family Development
Property Information: Patrick Henry Pkwy Parcel ID. 052-01025028,
052-01025027, 052-01025024
LL 46; District 6; 20.3 +/- acres
Proposed Zoning: PUD
Sewer Basin: Walnut Creek
Watershed Basin: Big Cotton Indian

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 can be made available to the property described above by way of a line extension,
as illustrated on the Site Plan at the developer’s expense. A fire flow test calculated in the area
revealed the following data:

Static: 128 psi
Residual: 109 psi
Flow 1660 gpm
Calculated Flow @ 20 psi: 4242 gpm

As shown, these results are above the minimum adopted standards of 20 psi residual pressure at
1000 gpm for said proposed conditional use as established by the Henry County Board of
Commissioners.

Sewage treatment and sewer line capacity are available for the property.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
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.

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 09/28/2023
prepared by Kimley-Horn.
Date:
2023.10.17
08:58:29 -04'00'
Scott Sage, P. E.
Engineering Division Manager
Henry County Water Authority
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025021 Class C Owner U S ENTERPRISES Land $253500
Property Acreage 1.164 Address INC Value:
Address 225 COREY Building $0 Last 2 Sales
District County/UnIncorp CENTER Value: Date Price Reason Qual
ATLANTA GA Misc $0 5/15/2017 $250,000 n/a Q
30312 Value: 5/13/2017 $250,000 QUITCLAIM U
Total $253500
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025024 Class C Owner HABARRI INC Land $763800
Property PATRICK HENRY Acreage 4.02 Address 2749 OAK GLEN Value:
Address PKWY MANOR RD Building $0 Last 2 Sales
District County/UnIncorp DECATUR GA Value: Date Price Reason Qual
30033 Misc $0 10/28/2020 $0 CORPORATE U
Value: 11/17/2005 $904,500 n/a Q
Total $763800
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

574 ft

Parcel ID 052-01025027 Class C Owner SHAMA Land $2.1723e+006
Property PATRICK HENRY Acreage 11.86 Address HOSPITALITY INC Value:
Last 2 Sales
Address PKWY & Building $0
Date Price Reason Qual
District County/UnIncorp HENRY PKWY Value:
D UND
PARTNERS LLC Misc $0 3/2/2010 $0 U
POWR
2529 GREY MOSS Value:
11/30/2007 $4,609,600 n/a Q
CT Total $2172300
DULUTH GA 30097 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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 052-01025028 Class C Owner SHAMA Land $662340
Property PATRICK HENRY Acreage 4.27 Address HOSPITALITY INC & Value:
Last 2 Sales
Address PKWY HENRY PKWY Building $0
Date Price Reason Qual
District County/UnIncorp PARTNERS LLC Value:
D UND
2529 GREY MOSS CT Misc $0 3/2/2010 $0 U
POWR
DULUTH GA 30097 Value:
11/30/2007 $4,609,600 n/a Q
Total $662340
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: 10/10/2023
Last Data Uploaded: 10/10/2023 1:24:16 AM

Developed by
#AX-2023-06 For #052-01025024, #052-01025027, #052-01025028, and #052-01025021

#CP-2023-07 For #052-01025024, #052-01025027, and #052-01025028

Aerial Photo of #052-01025024, #052-01025027, and #052-
01025028

DJW

DJW

DJW

DJW
DJW

DJW

DJW

DJW

N/A
Pre-Application Form
From: Ryan Anderson
To: Brock, Alex; Linda Logan
Cc: Webb, Dennis (Den); Thomas, Kylie
Subject: RE: Patrick Henry Parkway Annexation and Rezoning - Pre-Application
Date: Friday, September 22, 2023 5:03:37 PM

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.

Alex

That is correct. The previous meeting you had with city officials will serve as your pre-application
meeting. Thanks

Sent from Mail for Windows

From: Brock, Alex
Sent: Friday, September 22, 2023 3:13 PM
To: Ryan Anderson; Linda Logan
Cc: Webb, Dennis (Den); Thomas, Kylie
Subject: RE: Patrick Henry Parkway Annexation and Rezoning - Pre-Application

Caution: This email originated from outside your organization.
Exercise caution when opening attachments or clicking links, especially from unknown
senders.
Ryan,

I just wanted to confirm our phone conversation a moment ago. You noted that we do not need
another pre-app meeting and the August 18th meeting would be sufficient. Also, we do not need
to submit a signed pre-app form with our rezoning applications. You will note that the pre-app was
already complete when you receive our rezoning applications.

Let me know if I misstated anything.

Alexander Brock

Attorney at Law

p | 404-815-3603
f | 404-685-6903
e | jabrock@sgrlaw.com
1105 W. Peachtree St. NE | Suite 1000 | Atlanta, GA 30309
www.sgrlaw.com | My Bio | vCard
From: Brock, Alex <jabrock@sgrlaw.com>
Sent: Wednesday, September 20, 2023 2:34 PM
To: Ryan Anderson <randerson@cityofstockbridge-ga.gov>; Linda Logan
<LLogan@cityofstockbridge-ga.gov>
Cc: Webb, Dennis (Den) <DWEBB@sgrlaw.com>
Subject: Patrick Henry Parkway Annexation and Rezoning - Pre-Application

Ryan,

Hope you are doing well. If you recall, you, the City Manager, Mayor Ford, and Councilman
Alexander, met with Den Webb (Smith Gambrell & Russell) and representatives of Waypoint
Residential on August 18th to discuss a proposed mixed use development on Patrick Henry
Parkway. We are in the process of preparing the applications for the Annexation, Rezoning and a
Comprehensive Plan Amendment for that development and need the pre-application form from the
City.

Is the August 18th meeting considered the pre-application meeting and if so, can we get the signed
pre-app to include with the applications? If not, is this something that we can set up either this
week or next? Our goal is to submit by the October 2nd filing deadline.

Alexander Brock

Attorney at Law

p | 404-815-3603
f | 404-685-6903
e | jabrock@sgrlaw.com
1105 W. Peachtree St. NE | Suite 1000 | Atlanta, GA 30309
www.sgrlaw.com | My Bio | vCard
Application
City ofStockbrid2c Plannin� and Zonine Division
Variance Application
. Waypoint Residential (c/o Dennis J. Webb, Jr.)
Name of Apphcanl________________ Phone: 404.815.3620 Date: 10.16.2023
0 62
Address Applicant: 1105 W. Peachtree St., NE, Suite 1000 Fax.___ __ __Pagcr/Ccll /I 4 4.815.3 0
Atlanta E-mail dwebb@sgrlaw.com
City: tate: GA Zip: 30309
Name of Ag::ml Dennis J. Webb, Jr. Phone: 404.815.3620 Dole: 10.16.2023
Address Agent: 1105 W. Peachtree St., NE, Suite 1000 Fax__ _____ Pager/Ccll 1J 404.815.3620
City: Atlanta G A
Statc:_ ____ Zip: 3 0309 dwebb@sgrlaw.com
E-mail: _____ __ _

THE APPLICANT NAMED ABOVE AFFIRMS THA 1' HE OR SHE IS THE OWNl<.:R, OR AGENT OF TIIE OWNER, OF Tm: PROPERTY
DESCRIBED BELOW, AND IS REQUESTING A VARIANCE FOR THE PROPERTY,
The property will he POSTED with a City of

Variance(s) being requested_________________ Stockbrld1ec Plannlnic and Zonlnic Sl�n- The sign must

..s_e.ct o.a..2.5..2.E.2 o....all.ow residential on the first floQr pf building remain on the subject property for no less than 0fletn

Section 2.5.2.H.4, to eliminate the requirement for a vehicular connection days prior lu either PlanninK Commh,ion or City

between adjoining properties. Council meeling(s). The applicant or properly own tr
- ect1ol12�572�1i.1.--;-toal loW'lfal'l<�he"l:mn d shall not remove or alter the sign for any reason._

Acknowlrd ••mcnt
Address of Property: 052-01025024 (no address), 052-0102502 7 (no address), an ress

Nearest intersection to the property: Patrick Henry Parkway and Holloway Road
(Slrccl Addrc:!"ls)
46 6
Size of Tract: 19.74 acre(s), Land Lot Number(s):____________, District(s):________ _

Wlmcss' Signalurc;

J. Alexander Brock - Smith, Gambrell, and Russell, LLP Jim Lott (AuthorizedAgent for Waypoint Residential)
ftrilltCJ""Nifl,c 01'/\rplican't

't(J)i
'-I (Dennis J . Webb, Jr. - Smith, Gambrell, and Russell, LLP)
�lf!,n"aiUI t i'Ji Ag1.:nl

NOTARY STAMP:
SHEILA HAMILTON
Notary Public, Georgia
Cherokee County
My Commission Expires
June 29, 2024

<ForQWu: Jlsc (loly)

Total Amount Paid $____Cash__ Check #____Received by:_____ (FEES ARE NON-REFUNDABLE)

Application checked by:_______ Datc:___ ___ Map Number(s):

Pre-application meeting:_____________________Oatc: ______________ _

Planning Commission Decision:

City Council Decision;---------------------------------------

Community Development Director's Signature:________ ______Datc:__________ _
Ci!v of Slockbridoe Communitv Develooment Deoartment•-4602 North Henrv Blvd.: Stockbridae. GA 30281 770-389-7900
Tim Dhanani
Letter of Ownership

Habarri, Inc.
2749 Oak Glen Manor Road
Decatur, GA 30033

052-1025024 (no address)

Habarri, Inc. hereby affirms that it solely owns the above-referenced tax parcel.
Habarri, Inc. also acknowledges that it is aware of the rezoning request filed by
Waypoint Residential (c/o Dennis J. Webb, Jr.) related to the referenced property and
consents to same.

Jcx(if1,-· fZ rvlo os�
Habarri, Inc.

By: /-_ fl: T/ Ell rYI oos A'Jcc:
Its: co O
Date: --...- •
Senf- . 15 : .;2.. 6 .:2� '

Sworn to and subscribed before me
Armando Vazquez
this /5.Jl,..day of Sep;,.""loer , 2023 Notary Public, Fulton County, Ge
orgia
Co mm issi on Exp ires 07/21/2025
My

Disclosures
Tim Dhanani
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 a value of $250 or more to a
member of the City of Stockbridge Planning Commission or Stockbridge City Council who will consider the application?
Yea.__.No �

If Xa, 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:

Planning Commissioner and/or Dollar Amount of Description of Gift $250 or greater,
City Council Member Name Camoaion Contribution which was e.iven to Board Member

29th day of_________
We certify that the foregoing infonnation is true and correct, this ____ September _2023

Applicant's Name - Printed Signature of Aoolicant/Property Owner/Agent
)/If)/
Dennis J. Webb, Jr. - Smith, Gambrell, and Russell, LLP i f'/

Applicant's Attorney, if applicable -Printed Signature of Applicant's Attorney, if applicable

.2013 .

• Applicant means any individual or business entity (corporation, partnership, limited partnership, furn enterprise, franchise,
association, or trust) applying for a rezoning,

Cltv of Stockbrldoa Communitv Develooment Deoartment--4602 North Henrv Blvd.: Stockbrk!oa GA 30281 770-389-7900
Applicant Campaign Disclosure Form
(Must be completed by the applicant, the property owner, and the agent. Use as many forms a, 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 a value of $2S0 or more to a
member of the Ci� 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;

Planning Commissioner and/or Dollar Amount of Description of Gift $250 or greater,
City Council Member Name Campaign Contribution which was iciven to Board Member

29th September 2023
We certify that the foregoing information is true and correct, this ____day of____________

Applicant's Name - Printed

J. Alexander Brock - Smith, Gambrell, and Russell, LLP
Applicant's Attorney, if applicable - Printed Signature of Applicant's Attorney, if applicable

Sworn to and subscribed before me this

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

Cltv of Slockbrldoa Communitv Develooment Oeoartment--4602 North HanN Blvd.: Stookbrldaa GA 30281 770-389-7900
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 a value of $250 or more to a
member of the Ci� of Stockbridge Planning Commission or Stockbridge City Council who will consider the application?
Yea_No_

If�. the applicant and the attorney representing the applicant must file the following information with the City
of Stockbridge Planning and Zoning Division within ten (l 0) days after this application is first filed:

Planning Commissioner and/or Dollar Amount of Description of Gift $2S0 or greater,
City Council Member Name Campai211 Contribution which was 1iven to Board Member

We certify that the foregoing information is true and correct, this 29th day of_September______
___ 2023_

Applicant's Name - Printed Signature of Applicant/Property Owner/Agent

Kirk R. Fjelstul - Smith, Gambrell, and Russell, LLP ��
Applicant's Attorney, if applicable- Printed Signature of Applicant's Attorney, if applicable

• Applicant means any individual or business entity (corporation, partnership, limited partnership, firm enterprise, franchise,
association, or trust) applying for a rezoning.

Cllv of Stockbridae Communitv Davalooment Oaoartmant--4602 North Hanrv Blvd.: Stockbrldoa GA 30281 770-389-7900
Applicant Campaign Disclosure Form
(Must be completed by the applicant, the property owner, and the agent. Use as many fol'llll a1 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 a value of $250 or more to a
member of the Cii of Stockbridge Planning Commission or Stockbridge City Counctl who will consider the application?
Ye.t_No __

lfl'.:a, 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:

Planning Commissioner and/or Dollar Amount of Description of Gift $250 or greater,
City Council Member Name Campain Contribution which was Rinn to Board Member

September 2023_
We certify that the foregoing information is true and correct, this 29
____day of___________

Applicant's Name - Printed Signature of Applicant/Property Owner/Agent

Kathryn M. Zickert - Smith, Gambrell, and Russell, llP
Applicant's Attorney, if applicable - Printed Signature of Applicant's Attorney, if applicable

Sworn to and subscribed before me this

• Applicant means any individual or business entity (corporation, partnership, limited partnership, firm enterprise, franchise,
association, or trust) applying for a rezoning.

Cltv of Stockbrldae Communitv Oevelooment Oeoartment--4602 North Henrv Blvd.: Stockbrldoe GA 30281 770-389-7900
_______ 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 a 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 x

If Yes, 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:

Planning Commissioner and/or Dollar Amount of Description of Gift $250 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 29th jay of September

(Authorized Agent
Jim Lott for Waypoint Residential)
Applicant’s Name - Printed

Dennis J. Webb, Jr. - Smith, Gambrell, and Russell, LLP
Applicant’s Attorney, if applicable - Printed Signature of Applicant’s Attorney, if applicable

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

Citv of Stockbridae Communitv Develooment Deoartment-4602 North Henrv Blvd.: Stockbridae GA 30281 770-389-7900
Letter of Intent
STATEMENT OF INTENT

and

Other Material Required by the
City of Stockbridge Unified Development Code
for the
Rezoning,
Future Land Use Map Amendment,
and Concurrent Variance Applications

of

WAYPOINT RESIDENTIAL, LLC

for

± 19.7431 Acres of Land
located in
Land Lot 46,
6th District, Henry County

REZONE: C-2 (Henry County) to PUD and PMU Overlay
FLUMA: Mixed Use (Henry County) to MDMU
VARIANCES: Stockbridge UDC §§ 2.5.2.F.2, 2.5.2.H.4, and 2.5.2.H.1

Submitted for Applicant by:

Dennis J. Webb, Jr.
Kathryn M. Zickert
J. Alexander Brock
Smith, Gambrell & Russell, LLP
1105 W. Peachtree Street, NE
Suite 1000
Atlanta, Georgia 30309
404-815-3500
I. INTRODUCTION

The Applicant has filed an application to annex ±20.90 acres 1 of land located in Land Lot

46, 6th District of Henry County, from unincorporated Henry County into the City of

Stockbridge. Of the overall ±20.90 acres, the Applicant intends to develop three parcels, totaling

±19.7431-acres (Parcel IDs 052-01025028, 052-01025024, and 052-01025027) (“Subject

Property”) for a mixed-use development consisting of multifamily residential and retail.

Concurrent with the annexation petition, the Applicant files this request to: (a) rezone the Subject

Property from its current Henry County zoning designation, General Commercial District (C-2),

to the Stockbridge designation of Planned Unit Development District (PUD) and Parkway Mixed

Use Overlay District (PMU Overlay); (b) amend the Future Land Use Map designation for the

Subject Property from Mixed Use (Henry County) to Medium Density Vertical Mixed Use

(MDMU) under the City of Stockbridge’s Comprehensive Plan; and (c) seek three (3) concurrent

variances to the City of Stockbridge’s Unified Development Code (“UDC”).

The Subject Property is currently vacant 2 and the Applicant seeks to develop it with ±324

residential units (density of ±16.4 units per acre), ±9,000 square feet of space for club area and

leasing office and ±5,000 square feet of ground floor retail (“Proposed Development”). The

Proposed Development is more particularly described in the site plan titled Waypoint Henry

County, prepared by Kimley-Horn and Associates and dated 09/22/2023 (“Site Plan”). The

development will consist of seven buildings, four of which will be three stories in height and the

remaining three floors with a basement level. 3 The largest building, labeled as Building 6 on the

The annexation petition includes the ±19.7431-acre Subject Property and the adjacent ±1.16-acre property (Parcel
ID 052-01025021). The ±1.16-acre parcel is not included in this rezoning and Future Land Use Map Amendment
application.
There is an existing cemetery on the northwest portion of the Subject Property, which the Applicant will not
disturb. The Applicant intends to meet all State, County and City buffer requirements to ensure its protection.
The buildings with a basement level will have three floors visible on one side and four floors visible on the
opposite side.
Site Plan, will contain the retail and other nonresidential uses on the ground floor with residential

units above. The non-residential uses will have direct pedestrian access from the proposed

Patrick Henry Parkway streetscape. The site design also provides pedestrian connectivity from

the streetscape to internal sidewalks throughout the development to foster walkability. The

multifamily residents will also enjoy numerous amenities including a pool, courtyard, grill areas

and a dog walk area. Further, the Applicant is activating the stormwater detention pond as an

amenity by incorporating nature trails around the pond for the use of the residents. Finally, the

Proposed Development will provide adequate parking in the form of surface spaces (683) and

garage spaces (42). The residential parking will be located behind a gated access, while the retail

parking will be freely accessed from the drive entrance off of Patrick Henry Parkway.

The Subject Property is located between U.S. Interstate 75 (“I-75”) to the west and

directly fronts Patrick Henry Parkway to the east. Patrick Henry Parkway is a connecting road

between two larger thoroughfares, Eagles Landing Parkway and Jodeco Road, with little existing

development along its length. As a result, the commercial development has been limited to the

major thoroughfares, while much of the land along Patrick Henry Parkway remains

undeveloped. 4 The viability of commercial development along Patrick Henry Parkway is limited

by the lack of residential along that roadway. 5 The Applicant’s proposal for a mixed-use

development with multi-family will place residential in proximity to the existing office and could

serve as catalyst for future development of the vacant commercial parcels in the area.

The City’s desire for mixed-use in the area is reflected in the City of Stockbridge’s

zoning, which designates the City parcels along Patrick Henry Parkway as being within the PMU

The unincorporated Henry County parcels along Patrick Henry Parkway are zoned either Office Institutional (O-I)
or C-2 which limits development to office and commercial uses.
The Oaks at Eagle's Landing Senior Retirement Community, zoned PUD within the City of Stockbridge and
located at 2700 Patrick Henry Parkway, is the only residential development currently on that roadway.

Overlay with varying base districts. Specifically, the property immediately to the south of the

Subject Property (Parcel ID 052-01022000) and the property to the north (Parcel ID 051-

01028045) are both within the PMU Overlay. 6 The PMU Overlay’s stated purpose is to

“encourage a balanced mix of retail, professional, residential, civic, entertainment, and cultural

uses.” See the City of Stockbridge UDC §2.5.2.A.4. Currently, there is little balance among the

uses. The addition of residential and retail, however, will help move development in the area in

closer to alignment with the PMU Overlay’s goals. Moreover, the requested PUD zoning and

PMU Overlay is harmonious with the adjacent and nearby properties within the PMU Overlay.

The City of Stockbridge long-term planning documents, Shaping Stockbridge Together

for 2038: City of Stockbridge Comprehensive Plan (“Comprehensive Plan”), notes that a

diversity of housing stock is essential to attract a variety of residents, particularly younger

professionals. The larger area surrounding the Subject Property contains single family detached

residential and some senior housing, but few other options. 7 Many young professionals are

choosing apartments in locations with easy access to employment and retail. The Subject

Property meets these needs by being ideally situated in proximity to Eagles Landing Parkway, a

large commercial corridor, in addition to the retail provided in Proposed Development. The

Subject Property is in close proximity to a number of existing office uses and is a short distance

from the on-ramp to I-75 which provides quick access to regional employment centers. In all,

the Proposed Development is a natural and fitting use for the Subject Property and a positive step

towards furthering the City’s long-term goals for growth in the area.

Note that Parcel ID 051-01028045 is separated from the Subject Property by one other property (Parcel ID 052-
01025026) that is in unincorporated Henry County, thus outside of the PMU Overlay. Parcel ID 052-01025026 is
owned by one of the owners of the Subject Property, however is not included in the instant proposal.
The Jodeco Landing Rental Homes is located approximately 1.2 miles from the Subject Property at 3451 Jodeco
Road. This community consists of rental townhomes and single family detached homes. It is not the
traditional multifamily apartment.

The Applicant submits this document as a Statement of Intent with regard to this

Application a preservation of the Applicant’s constitutional rights, a written justification for the

Application, and an analysis of the factors to be considered for a rezoning per the City of

Stockbridge UDC § 9.2.2. A Site Plan has been filed with the original Application, along with

the other required materials.

II. HISTORY

To the Applicant’s knowledge, no rezoning applications have been filed concerning the

Subject Property.

III. IMPACT ANALYSIS

A. WHETHER THE PROPOSAL IS CONSISTENT AND/OR COMPATIBLE WITH
THE CITY’S PLANS, GOALS AND OBJECTIVES REFLECTED IN THE
CITY’S COMPREHENSIVE PLAN.
Yes. As noted above, the Subject Property is currently located in unincorporated Henry

County. The development proposed is consistent with the Future Land Use Map (“FLUM”)

designation in that jurisdiction, which is “Mixed-Use.” Concurrent with the rezoning, the

Applicant requests that the City designate the Subject Property as MDMU (Medium Density

Vertical Mixed Use). The proposed development is consistent with this designation and will

advance a number of policy goals outlined in the City’s Comprehensive Plan, including:

• Providing a mixture of housing options to attract young professionals, singles and

small families;

• Supporting increases in residential density in areas where community design

standards, environmental constraints and available infrastructure capacities can

satisfactorily accommodate the increased density; and

• Creating a "sense of place" for the community.

Shaping Stockbridge Together for 2038: City of Stockbridge Comprehensive Plan, pp. 37-39.

In addition, the MDMU designation is compatible with character area designations

adjacent and nearby (i.e. there is Henry County “Mixed-Use” to the North and East, and City of

Stockbridge “Medium Density Vertical Mixed-Use” to the South).

B. HOW THE PROPOSAL IMPACTS THE PURPOSES OF THE OVERALL
ZONING SCHEME, AND WHETHER THE PROPOSED CHANGE FURTHERS
THE PURPOSE OF THESE ZONING REGULATIONS.
As noted above, the proposed rezoning and mixed-use development is entirely

compatible with the intent and purpose of the City’s zoning regulations. The Proposed

Development will add multi-family residential and retail uses to the existing office uses along

Patrick Henry Parkway, thus creating a true mix of uses sought by the PMU Overlay. In

addition, it adds to the diversity of housing stock in the city and should help attract a wide range

of residents, including younger professionals as noted in the Comprehensive Plan. Shaping

Stockbridge Together for 2038: City of Stockbridge Comprehensive Plan, pp. 37

C. HOW THE PROPOSAL IMPACTS THE ZONING DISTRICT, THE
PARTICULAR PIECE OF PROPERTY, NEIGHBORHOOD, OR THE
COMMUNITY.
The Proposed Development will be a positive addition to the area. As noted above, the

City of Stockbridge envisions a mixture of housing options to attract young professionals,

singles, and small families. Existing development in the area, however, consists primarily of

office buildings and certain other uses (e.g. Bright Generations Henry County Child Care

Agency at 2480 Patrick Henry Parkway, Oaks at Eagle's Landing Senior Retirement Community

at 2700 Patrick Henry Parkway, and the Piedmont Encompass Health Facility at 2200 Patrick

Henry Parkway). The proposed multifamily residential and retail will provide modern

residential options and add to the mix of uses in the area, thus furthering the goals of the City of

Stockbridge’s UDC and long-term planning documents.

D. WHETHER THE PROPOSAL CREATES AN ISOLATED DISTRICT
UNRELATED TO ADJACENT PROPERTIES AND NEARBY DISTRICTS.
No. The Subject Property is located immediately north of another property (Parcel ID

052-01022000) and just south of another property (Parcel ID 051-01028045) that are located

within the PMU Overlay. Additionally, there is another PUD zoning district, also within the

PMU Overlay, located approximately 0.28 miles north of the Subject Property on Patrick Henry

Parkway that contains the Oaks at Eagle’s Landing Retirement Community. The Subject

Property is also adjacent to parcels with compatible and complimentary designations on the

County’s and City’s FLUMs (Henry County “Mixed-Use” to the North and East, and City of

Stockbridge “Medium Density Vertical Mixed-Use” to the South).

E. HOW THE PROPOSAL IMPACTS THE AESTHETIC CHARACTER OF
EXISTING AND FUTURE USES OF THE PROPERTY AND THE
SURROUNDING AREA.
The Proposed Development will blend harmoniously with the surrounding developments

and could serve as a catalyst for new growth in the area. The Applicant has provided a

thoughtful design that takes into considerations potential impacts on the adjacent properties. For

example, the Applicant is preserving a significant amount of green space in the form of an

amenitized stormwater detention pond with nature trails that will buffer the adjacent property to

the north. Similarly, to the south, there exists a Georgia Power Company easement that acts as

an open space buffer along the southern property line. Finally, the Applicant will be providing

onsite amenities for the residents to enhance the development’s look and appeal.

F. WHETHER THE PROPOSAL IS CONSISTENT WITH ADJACENT
DEVELOPMENT DENSITIES AND THE DENSITY PATTERNS REFLECTED
IN THE COMPREHENSIVE PLAN.
The 324 residential units equates to a density of ±16.4 units per acre. Although, the

Comprehensive Plan does not designate a maximum density for the MDMU land use, the PMU

Overlay allows for a density of up to 45 units per acre. The Applicant has not tried to maximize

the allowed density, but to provide a development that is fitting for the area. Also see

Paragraphs C, D and E above.

G. HOW THE PROPOSAL IMPACTS THE PUBLIC HEALTH, SAFETY, AND
GENERAL WELFARE.
The proposal will benefit the public health, safety and general welfare. The Applicant

proposes to bring the Subject Property into the City, creating a new, vibrant and modern

development that diversifies the housing stock available and advances a number of goals

outlined in the City’s Comprehensive Plan. See, e.g., Comprehensive Plan at pp. 37-39.

H. HOW THE PROPOSAL IMPACTS WATER, SEWERAGE, OTHER PUBLIC
FACILITIES, OR PUBLIC SERVICES, AND HOW THE PROPOSED
AMENDMENT IMPACTS EXPENDITURES OF PUBLIC FUNDS.
The Applicant has requested sewer capacity and water availability letters with this

application to demonstrate that water and sewer are available and adequate to serve the Subject

Property.

I. HOW THE PROPOSAL IMPACTS TRAFFIC SAFETY AND CONGESTION.
The proposed development will not overly burden existing streets or transportation

facilities. The Applicant has submitted with its application a Trip Generation Memorandum,

prepared by Kimley-Horn and Associates and dated September 28, 2023 (“Trip Gen Memo”).

The Trip Gen Memo uses the Institute of Transportation Engineers’ (ITE) Trip Generation

Manual, 11th Edition, to calculate the anticipated number of vehicular trips. The Proposed

Development is expected to generate ±149 trips during the AM weekday peak hour, ±175 trips

during the PM weekday peak hour, and ±1,940 total trips on a weekday. It is important to note

that the Proposed Development will result in a dramatic decrease in the amount of traffic over

what would be generated by a development under the current Henry County C-2 district. The

Trip Gen Memo compares a ±160,000 square foot retail shopping center, a building that could be

developed as of right under the current Henry County zoning, with the Proposed Development.

When the existing C-2 shopping center development is compared the Applicant’s proposal, the

Proposed Development is projected to generate approximately 3,982 less daily trips (67% less

gross daily trips), 15 more AM peak hour trips (11% increase), and 369 less PM peak hour trips

(68% reduction). Consequently, the Proposed Development will be less impactful to the

roadways than what is currently allowed on the Subject Property.

J. HOW THE PROPOSAL IMPACTS ENVIRONMENTAL CONDITIONS,
INCLUDING, BUT NOT LIMITED TO, DRAINAGE, SOIL EROSION AND
SEDIMENTATION, FLOODING, AIR QUALITY, WATER QUALITY AND
QUANTITY.
The Applicant will mitigate any potential impacts to the environment by following all City,

County, State and Federal requirements related to drainage, soil erosion and sedimentation,

flooding, air quality, and water quality and quantity.

K. HOW THE PROPOSAL IMPACTS THE PROVISIONS OF ADEQUATE LIGHT
AND AIR.
The proposal will have no negative impacts on the provision of adequate light and air.

See also J, above.

L. HOW THE PROPOSAL IMPACTS THE VALUE OF ADJACENT PROPERTY.
As the site plan submitted with the application demonstrates, the proposal is a thoughtful,

pedestrian-oriented, mixed-use development that will deliver quality design and construction, all

of which should “raise-the-bar” for future development on adjacent and nearby properties and

generate renewed interest in the area.

M. WHETHER THERE ARE SUBSTANTIAL REASONS WHY THE PROPERTY
CANNOT BE USED IN ACCORDANCE WITH EXISTING REGULATIONS.
The Subject Property is currently zoned C-2 within unincorporated Henry County. This

zoning district allows a variety of retail and service uses. The intent of the C-2 district is to

encourage businesses to be part of planned commercial centers or community shopping centers

and does not allow a mix of uses. Commercial shopping centers, however, have been struggling

to compete with the rise of online shopping. As a result, around the City and around the nation,

many large, centralized shopping centers are failing. If the Subject Property remains C-2, it is

likely to remain vacant until a more suitable use or zoning is allowed.

N. PRESERVATION OF THE INTEGRITY OF RESIDENTIAL
NEIGHBORHOODS SHALL CARRY GREATER WEIGHT THAN OTHER
FACTORS. WHERE PROPERTY FRONTS ON A MAJOR THOROUGHFARE
AND ALSO ADJOINS AN ESTABLISHED RESIDENTIAL NEIGHBORHOOD,
THE FACTOR OF PRESERVATION OF THE RESIDENTIAL AREA SHALL
CARRY GREATER WEIGHT.
The Subject Property does not adjoin any existing residential development and will not

impact the integrity of residential neighborhoods.

IV. CONCURRENT VARIANCE ANALYSIS

The Applicant is seeking three concurrent variances with its request.

A. Stockbridge Unified Development Code § 2.5.2.F.2 to allow residential on the
first floor of buildings.

The proposed design provides 5,000 square feet of retail space in the first floor of

Building 6 along with 9,000 square feet of amenity space. The other buildings fronting Patrick

Henry Parkway will be strictly multifamily residential with no commercial space. The Applicant

does not believe that the area in which the Subject Property is located can support more

commercial space. To meet the spirit of the zoning code, however, the Applicant is proposing

that the first floor building façade for all multifamily buildings fronting Patrick Henry Parkway

will mimic commercial frontage to provide the aesthetic that Stockbridge UDC is trying to

advance along the parkway.

B. Stockbridge Unified Development Code § 2.5.2.H.4 to eliminate the requirement
for a vehicular connection between adjoining properties.

The proposed site design locates the stormwater detention ponds at the northern and

southern ends of the property. The location of the stormwater ponds are dictated by the site’s

topography and must be located at the lower portions of the property to facilitate drainage.

Additionally, a Georgia Power Company easement runs the length of the southern property line

and limits development in that area. These factors frustrate the ability to provide inter-parcel

connection to the adjacent properties. Moreover, the multifamily residential portion of the site

is limited to gate access for the security of residents. The limited gate access would prevent any

access from the adjacent parcels for non-residents and defeats the stated purpose of the inter-

parcel access. Refer to Stockbridge Unified Development Code §2.5.2.H.4.b (“This [inter-parcel

access] keeps traffic off the main road and increases the likelihood that a customer will only

have to look for a parking space once, if desired.”)

C. Stockbridge Unified Development Code §2.5.2.H.1 to allow parking in front of
the buildings.

It is the Applicant’s belief that the proposed site design meets the requirement to locate

the parking to the side and rear of the buildings, but is requesting the variance out of an

abundance of caution. There are several areas of the parking that are not located behind a

building and front either Patrick Henry Parkway or I-75. These areas, however, have fully

enclosed garage spaces between most of the surface parking spaces and the right-of-way, which

partially blocks the view from Patrick Henry Parkway. Additionally, the Subject Property is

bounded both to the front and rear by right-of-way, which limits the ability to locate the parking

completely behind or to the side of a building.

10
V. NOTICE OF CONSTITUTIONAL CHALLENGES AND
PRESERVATION OF CONSTITUTIONAL RIGHTS

The current zoning of the Subject Property and any intervening zoning district other than

that requested is unconstitutional and contrary to the best interest of the health and welfare of the

citizens of the City of Stockbridge, and constitutes an arbitrary and capricious act. As a result,

the City of Stockbridge Unified Development Code is in violation of Article I, Section I,

Paragraphs 1 and 2 of the Constitution of the State of Georgia 1983; Article I, Section III,

Paragraph 1 of the Constitution of the State of Georgia; and Article I, Section II, Paragraph 3 of

the Constitution of the State of Georgia, 1983. Furthermore, the current zoning violates the due

process clause and equal protection clauses of the Fifth and Fourteenth Amendments to the

Constitution of the United States of America.

In addition, the current zoning of the Subject Property and any intervening zoning district

other than that requested is unconstitutional in that it renders the Subject Property unusable and

destroys its marketability. Therefore, the current zoning constitutes a taking of the Applicant’s

property without just and adequate compensation and without due process of law in violation of

the Fifth and Fourteenth Amendments to the United States Constitution and in violation of

Article I, Section I, Paragraph 1 and Article I, Section III, Paragraph 1(a) of the Constitution of

Georgia.

The Zoning Ordinance of the City of Stockbridge lacks adequate standards for the City

Council to exercise its power to zone and rezone. In essence, the standards are not sufficient to

contain the discretion of the City Council and to provide the Courts with a reasonable basis for

judicial review. Because the stated standards (individually and collectively) are too vague and

uncertain to provide reasonable guidance to the Mayor and City Council, the Zoning Ordinance

violates the Fifth and Fourteenth Amendments of the Constitution of the United States in matters

11
of zoning. The Zoning Ordinance also violates Article I, Section III, Paragraph 1; and Article I,

Paragraphs 1 and 2 of the Constitution of State of Georgia, 1983.

Opponents to this request lack standing, have failed to exhaust administrative remedies,

and have waived their rights to appeal by failing to assert legal and constitutional objections.

VI. CONCLUSION

For the foregoing reasons, the Applicant respectfully requests that the Rezoning, Future

Land Use Map Amendment and Variance Applications at issue be approved. The Applicant also

invites and welcomes any comments from Staff or other officials of the City of Stockbridge so

that such recommendations or input might be incorporated as conditions of approval.

This 2nd day of October, 2023.

Respectfully submitted,

Dennis J. Webb, Jr.
Kathryn M. Zickert
J. Alexander Brock
Attorneys for Applicant

Smith, Gambrell & Russell, LLP
1105 W. Peachtree Street, NE
Suite 1000
Atlanta, Georgia 30309
404-815-3500

12
Site Plan
Survey
Legal Description
PROPERTY DESCRIPTION

TRACT 1
“PATRICK HENRY PARKWAY SITE”
All that tract or parcel of land lying and being in Land Lot 46, 6th District, Henry County, Georgia
and being more particularly described as follows:

To find the Point of Beginning, commence at a point at the intersection of the Northeasterly Right-
of-Way Line of Interstate 75, (apparent variable width limited access r/w) as per GDOT Right-of-
Way Plans – Project No. I-75-2(36)218, and the Land Lot Line common to land lots 46 and 51,
said point being 0.65’ west of a ½-inch rebar found; thence, leaving said point and the said land lot
line and running with the said line of Interstate 75, North 12° 44' 30" West, 96.19 feet to a concrete
r/w monument found; thence, leaving the said line of Interstate 75 and running, North 71° 43' 17"
East, 90.12 feet to a ¾-inch open top pipe found; thence, North 12° 56' 24" West, 599.64 feet to a
nail found; thence, South 72° 44' 35" West, 89.93 feet to a broken concrete r/w monument found
on the aforesaid line of Interstate 75; thence, running with the said line of Interstate 75, North 23°
29' 55" West, 207.74 feet to a ½-inch rebar found, being the True Point of Beginning of the herein
described tract or parcel of land; thence, leaving the said Point of Beginning and continuing along
the said line of Interstate 75

1. North 23° 33' 28" West, 309.89 feet to a concrete r/w monument found; thence,
2. North 15° 43' 37" West, 105.94 feet to a concrete r/w monument found; thence,
3. North 24° 38' 42" West, 621.89 feet; thence, leaving the aforesaid line of Interstate 75 and
running
4. North 65° 21' 18" East, 46.14 feet; thence,
5. North 24° 38' 42" West, 55.52 feet; thence,
6. South 61° 32' 06" West, 49.22 feet to a point on the aforesaid line of Interstate 75; thence,
running with the said line of Interstate 75
7. North 28° 27' 54" West, 61.31 feet to a concrete r/w monument found; thence,
8. North 48° 14' 45" West, 108.27 feet to a bent concrete r/w monument found; thence,
9. North 37° 20' 45" West, 123.37 feet to a ½-inch rebar with cap “LSF810” set; thence,
leaving the aforesaid line of Interstate 75 and running
10. North 58° 25' 59" East, 380.57 feet to a ½-inch rebar with cap “LSF810” set on the
Northwesterly Right-of-Way Line of Patrick Henry Parkway (f.k.a. Octagon Road),
(apparent variable width r/w) as per Henry County DOT Right-of-Way Plans – Project No.
97978B1; thence, running with the said line of Patrick Henry Parkway
11. 708.34 feet along the arc of a curve deflecting to the right, having a radius of 7,290.00 feet
and a chord bearing and distance of South 28° 48' 05" East, 708.06 feet; thence,
12. South 26° 01' 05" East, 699.80 feet to a ½-inch rebar with cap “LSF810” set; thence,
leaving the aforesaid line of Patrick Henry Parkway and running
13. South 63° 58' 20" West, 390.77 feet to the Point of Beginning, containing 497,813 square
feet or 11.4282 acres of land, more or less.

Property is subject to all easements and rights of way recorded and unrecorded.
PROPERTY DESCRIPTION

TRACT 2
“PATRICK HENRY PARKWAY SITE”
All that tract or parcel of land lying and being in Land Lot 46, 6th District, Henry County, Georgia
and being more particularly described as follows:

Beginning at a point at the intersection of the Northeasterly Right-of-Way Line of Interstate 75,
(apparent variable width limited access r/w) as per GDOT Right-of-Way Plans – Project No. I-75-
2(36)218, and the Land Lot Line common to land lots 46 and 51, said point being 0.65’ west of a
½-inch rebar found; thence, leaving said point and the said land lot line and running with the said
line of Interstate 75

1. North 12° 44' 30" West, 96.19 feet to a broken concrete r/w monument found; thence,
leaving the aforesaid line of Interstate 75 and running
2. North 71° 43' 17" East, 90.12 feet to a ¾-inch open top pipe found; thence,
3. North 12° 56' 24" West, 367.26 feet; thence,
4. North 77° 00' 06" East, 342.54 feet to a ½-inch rebar with cap “LSF810” set on the
Northwesterly Right-of-Way Line of Patrick Henry Parkway (f.k.a. Octagon Road),
(apparent variable width r/w) as per Henry County DOT Right-of-Way Plans – Project No.
97978B1; thence, running with the said line of Patrick Henry Parkway
5. 18.06 feet along the arc of a curve deflecting to the right, having a radius of 1,366.55 feet
and a chord bearing and distance of South 13° 17' 21" East, 18.06 feet; thence,
6. South 12° 54' 38" East, 390.96 feet; thence,
7. South 32° 57' 24" West, 16.66 feet; thence,
8. South 13° 18' 22" West, 69.69 feet; thence,
9. South 06° 05' 12" East, 38.78 feet; thence,
10. South 20° 46' 44" West, 42.31 feet to a point on the aforesaid land lot line; thence, leaving
the aforesaid line of Patrick Henry Parkway and running with the said land lot line
11. North 89° 46' 06" West, 371.39 feet to the Point of Beginning, containing 186,411 square
feet or 4.2794 acres of land, more or less.

Property is subject to all easements and rights of way recorded and unrecorded.
PROPERTY DESCRIPTION

TRACT 3
“PATRICK HENRY PARKWAY SITE”
All that tract or parcel of land lying and being in Land Lot 46, 6th District, Henry County, Georgia
and being more particularly described as follows:

To find the Point of Beginning, commence at a point at the intersection of the Northeasterly Right-
of-Way Line of Interstate 75, (apparent variable width limited access r/w) as per GDOT Right-of-
Way Plans – Project No. I-75-2(36)218, and the Land Lot Line common to land lots 46 and 51,
said point being 0.65’ west of a ½-inch rebar found; thence, leaving said point and the said land lot
line and running with the said line of Interstate 75, North 12° 44' 30" West, 96.19 feet to a concrete
r/w monument found; thence, leaving the said line of Interstate 75 and running, North 71° 43' 17"
East, 90.12 feet to a ¾-inch open top pipe found; thence, North 12° 56' 24" West, 367.26 feet to a
point being the True Point of Beginning of the herein described tract or parcel of land; thence,
leaving the said Point of Beginning and running

1. North 12° 56' 24" West, 232.38 feet to a nail found; thence,
2. South 72° 44' 35" West, 89.93 feet to a broken concrete r/w monument found on the
aforesaid line of Interstate 75; thence, running with the said line of Interstate 75
3. North 23° 29' 55" West, 207.74 feet to a ½-inch rebar found; thence, leaving the aforesaid
line of Interstate 75 and running
4. North 63° 58' 20" East, 390.77 feet to a ½-inch rebar with cap “LSF810” set on the
Northwesterly Right-of-Way Line of Patrick Henry Parkway (f.k.a. Octagon Road),
(apparent variable width r/w) as per Henry County DOT Right-of-Way Plans – Project No.
97978B1; thence, running with the said line of Patrick Henry Parkway
5. South 26° 08' 24" East, 234.97 feet; thence,
6. 292.01 feet along the arc of a curve deflecting to the right, having a radius of 1,366.55 feet
and a chord bearing and distance of South 20° 02' 15" East, 291.45 feet to a ½-inch rebar
with cap “LSF810” set; thence, leaving the aforesaid line of Patrick Henry Parkway and
running
7. South 77° 00' 06" West, 342.54 feet to the Point of Beginning, containing 175,784 square
feet or 4.0355 acres of land, more or less.

Property is subject to all easements and rights of way recorded and unrecorded.
Water and Sewer Availability Letter/Email
106,071
MEMORANDUM

To: Henry County Water Authority
1695 GA-20
McDonough, GA 30253

From: Brian B. West, P.E.
645 Molly Ln #110
Woodstock, GA 30189
Kimley-Horn and Associates, Inc.
Date: 09/28/2023

Subject: Letter of Intent – Waypoint Henry County Multifamily

The subject property for this proposed development encompasses parcels 052-010-250-28, 052-010-
250-27, and 052-010-250-24 along Patrick Henry Parkway. The subject property is currently zoned
General Commercial (C2) in unincorporated Henry County, while the intent is to annex this property
into the City of Stockbridge and rezone it to Planned Unit Development (PUD) within the Parkway
Mixed Use (PMU) overlay district. The intended use for this property is a mixed-use of multifamily and
commercial. Conceptual site planning efforts have yielded a residential unit count of 324 units with
5,000 SF of retail space. Construction is anticipated to take place from August 2024 to July 2026, with
the first units being delivered in October 2025.

Sincerely,

Brian B. West, P.E.

kimley-horn.com 11720 Amber Park Drive, Suite 600, Alpharetta, GA 30009 770-619-4280
SANITARY SEWER DEMAND DEVELOPMENT SUMMARY:
PROJECT SITE NOTES: SITE SUMMARY:

11720 AMBER PARK DRIVE, SUITE 600

© 2022 KIMLEY-HORN AND ASSOCIATES, INC.
1. SANITARY SEWER DEMAND IS CALCULATED BASED ON PRIOR CURRENT ZONING (HENRY COUNTY): C2 (COMMERCIAL)
EXPERIENCE WITH RESIDENTIAL PROJECTS AND IN PROPOSED ZONING (STOCKBRIDGE): PUD (PLANNED UNIT

WWW.KIMLEY-HORN.COM
CONSULTATION WITH THE "FORSYTH COUNTY SEWER DEVELOPMENT)
CAPACITY BY LAND USE".

ALPHARETTA, GEORGIA 30009
SITE AREA: 19.74 ACRES
PROJECT SITE 2. ESTIMATED SANITARY SEWER DEMAND: 74,250 GPD FLOOR AREA: 9.09 ACRES

OPEN SPACE REQUIRED: 3.95 AC (20.0%)

PHONE (770) 619-4280
OPEN SPACE PROVIDED: 3.96 AC (20.1%)
AR KWA
RY P PUBLIC SPACE REQUIRED: 0.09 AC (1.0% OF FLOOR AREA)
HEN
RICK PUBLIC SPACE PROVIDED: 0.28 AC (3.0% OF FLOOR AREA)
PAT
INTER BUILDING SETBACK:

PREPARED BY
STAT
E 75 FRONT 25 FT
SIDE 15 FT
REAR 20 FT

BUFFERS:
ADJACENT OI ZONING (NORTH): 25 FT
ADJACENT RR ZONING (SOUTH): 25 FT
ADJACENT C2 ZONING (SOUTHWEST): 25 FT

WAYPOINT
PROPOSED LAND USES & DENSITIES:
MULTIFAMILY RESIDENTIAL: 324 UNITS (16.4 UNITS/ACRE)

3475 PIEDMONT RD NE
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
RETAIL: 5,000 SF
LEASING: 1,000 SF
FEMA MAP SITE MAP CLUBHOUSE: 8,000 SF
TH

ATLANTA, GA 30305
NORTH
N.T.S. SCALE: 1:1000 NO

RESIDENTIAL
PARKING SUMMARY:
THE PROJECT SITE DOES NOT LIE WITHIN A FLOOD HAZARD AREA PER FIRM PANEL 13151C0151D AND 13151C0152D

PHONE: 770-817-5959
DATED 10/6/2016. REQUIRED PARKING: 717 SPACES
MULTIFAMILY RESIDENTIAL: 324 * (2 SPACES / UNIT) = 648
RETAIL: 5,000 * (5 SPACES / 1,000 SF) = 25
LEASING: 1,000 * (4 SPACES / 1,000 SF) = 4
CLUBHOUSE: 8,000 * (5 SPACES / 1,000 SF) = 40

PROPOSED PARKING: 718 SPACES

PREPARED FOR
STANDARD SPACES: 691
GARAGE SPACES: 42

BY

SITE NOTES:
DATE
1. EXISTING CONDITIONS SHOWN HEREON ARE FROM SURVEY
N/F
RCP EAGLES14LAN
DING, LLC
DB. 192 PG. 250454
25
FILES PROVIDED BY TERRAMARK, DATED 09/14/2023.
TP ID # 052-010
O-I
ZONING:

N/F . N/F
RS, LLC
2. ALL DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURB
DONOUGH L.P
ACQUIPORT MC
DB. 8478 PG. 124
SAK PARTNE 258
DB. 14917 PG. 250 PATRICK HENRY PA UNLESS OTHERWISE NOTED.
RK

No. ISSUANCE AND REVISION DESCRIPTIONS
02
TP ID # 052-010
ZONING: O-I
25022
N/F
TP ID # 052-010
ZONING: O-I
(F.K.A. OCTAGON RO WAY N/F G 14
EAGLES LAN DIN

Drawing name: K:\ALP_PRJ\118449002_Patrick Henry Pkwy\CAD\Exhibits\2023-09-22 Rezoning Site Plan\2023-09-22 Waypoint Henry Zoning Site Plan.dwg Layout2 Sep 28, 2023 10:18am by: Andrew.Sauer
RS, LLC (UNIT 8)
SAK PARTNE 258 (HENRY COUNTY D.O AD) PB. 30 PG. 298
DB. 14917 PG. 25002
TP ID # 052-010
ZONING: O-I CMF
CMF
PROPOSED .T. PROJECT 97978B
(APPARENT VARIABLE 1)
ZONING: PD
3. PROPERTY IS NOT LOCATED WITHIN A PROTECTED N/F
IA, ETAL.
M.S. ZAKARPG.

67
R/W) DB. 687
DECELERATION WATERSHED DISTRICT. TP ID # 052-010 22000

25' SETBAC
CMF
13
ZONING: RR RIDGE)
CKB (CITY OF STO
LANE CMF

EXISTING
119.76' (TIE)
OHP
6'WPF

Y PAR) KWAY
N/F 790 800
PANY

POWER COM

TRICK HENR
GEORGIA 337
DB. 2 PG. 13
PROPOSED WATER MAIN
ID # 052-01025023
PA
TP
GON ROAD
780
ZONING: O-I

118.85' (TI
DECELERATION (F.K.A. OCTA 97978B1)
T. PROJECT
MATCHLINE
CO UN TY D. O. 6'CL
RY W )
81
LANE (H EN VARIABLE R/

N 64°02'49" E
(APPARENT
K 8"PVC
GUARDR

N 76°17'41
0 AIL
8"PVC

25' SETBAC
79
770
8"PVC PROPERTY "E
8"PVC S 20° 02' 15" E 810 S 13° 17' 21" E
BOUNDARY (TYP)
780
A=292.01' A=18.06'
R=1366.55' R=1366.55'
770 CH=291.45' CH=18.06'

8"PVC 234.97' GUARDR
AIL 820

S 26° 08' 24" E CAP
1/2"RB W/SET S 12° 54
' 38" E
699.80' "LSF810"
EXISTING SANITARY
760 CAP
8"PVC 1/2"RB W/SET
CMF "LSF810"
342.54'
390.77'
SEWER LINE
760
800
BUILDING 6 G
UB / LEASIN
830

STORMWATER
8"PVC

9,000 SF CL
N 84
134.7 8'36" E S 26° 01' 05" E 390.96' S 32° 57' 24" W
16.66'
TAIL
1' (TIE

5,000 SF RE MANAGEMENT
05" E
S 28° 488.' 34 BUILDIN S 13° 18' 22" W
L.L. X. L

G7
46
BUILDING 4 S
200' X 200' 69.69'
72 UNIT AREA
A=70 ' TREE SAM PLE APP
RO
R=7290.00
36 UNIT
A 200' X 200' PLE
LOCATION ARE
=7 08 .06' TREE SAM
CH
8"PVC A
LOCATION ARE
36 UNITS S 06° 05' 12" E
38.78'
HEASTE
RLY
E SOUTLANDING PA
RKWAY BUILDING 2 TRACT 3 82 0
820

S 20° 46' 44" W

TRACT 2
0' TO TH 42.31'
8"PVC
36 UNITS
ES
+/- 2,95 E OF EAGL
R/W LIN
BUILDING 1 79 POOL L.L.

TRACT 1
51
COURTYARD
810
1/2"RB W/ CAP
"LSF810" SET 36 UNITS
N 58° 25
780 820 CMF
(DISTURBED)
770 0 0.56' NE
82
.39'
' 59" E
760 371
810

DOG

WAYPOINT HENRY
820

PATRICK HENRY PKWY, HENRY COUNTY, GA
POWER COM PANY

PARK
150' GEORGIA T REF. #1
STORMWATER EASEMEN PER E POWER CO. 820
(150' OGLETHORP
DB. 3605 PG. 304)
EASEMENT PER

TRACT 1
830
MANAGEMENT AREA 80
82

BACK
790

15' SE
' 06" E
82
770
BUILDIN GA POWER

LAND LOT 21, 6TH DISTRICT
N 77° 00 G8
BUILDING 5 NAIL

36 UNIT
FFER
FND
820
S EASEMENT
25' BU
N 12° 56 E
810 ' 24" W TRANSMISSION
770
36 UNITS 89.93'
232.38' TOWER HEN

N 63° 58' 20" E
790 Y O Y COU

N/F NK
FS
TOC NTY

PITAL5BA
BUILDING 3 1 KBR

UNITY CA S 72° 44' 35" W
760 780 IDG N/F
ETAL.

BACK
800 M.S. ZAKARIA, 67

8 PG. 17
FND
CAPPED RB RE

COUNTY
36 UNITS
COMM
2 (BENT) "MOO BASS
DB. 687 PG.022000
830 CIT

DB. 1166
5026
0.31' NW 367.26'
810 830 TP ID # 052-01

052-0102
N 24° 38' 42" W 790 ZONING: RRRIDGE)

PARCEL ID: 052-010-250-24, 052-010-250-27,
BILLBOARD
(CITY OF STOCKB

TP ID # NING: O-I
ROCK WALL 55.52' 800 820
AROUND
GRAVE SITE U.S. EN N/F
CEMETARY
FER
TE
CMF DB. 25RPRISES, IN
ZO
TP ID 15
810 (BROKEN)
. 32 C.

20' SET
# 052-PG
1/2"RB
820
N 65° 21' 18" E 800
FND 0102 6
599.64' 3/4"OTP

S 61° 32' 06" W
49.22'
BUFFER
UNKNOWN
OWNERSHIP
46.14'
810 4' HOGWIRE W/ BARB
WIRE 621.89'
CMF N 15° 43' 37
"W 4' HOGWIRE W/ BARBWIRE 309.89'
N 23° 29' 55" W
207.74'
4' HOGWIRE W/ BARBWIRE
ZONING
: C-2 5021
FND

90.12'
105.94' 4' HOGWIRE W/ BARBWIRE
N 23° 33' 28" W
78

25' BUF
CMF
WIRE
4' HOGWIRE W/ BARB
810

GARAGE (TYP)
830
61.31' CMF N 24° 38' 42" W 830
4' HOGW
IRE W/ BA BILLBOARD

052-010-250-28
810 RBWIRE
4' HOGWIRE NW

N 71° 43' 17" E
IRE 7.85' 6" W
54" W

20' SETBACK
W/ BARBW
CMF N 28° 27' 810
' 8'CLF
.27
790 W/ BW 6' 0
108 800
820 9° 4
810
W N8
45"
82
770 4' 4' HOGW
PROPERTY
IRE W/ BA
8 RBWIRE
760 N4 800 GUARDRAIL CMF
(BROKEN) N 12° 44' 30
1/2"RB
FND 0.65')E

380.57'
CMF 790 "W (ON LINE

BOUNDARY (TYP)
' 96.19'
1 23.37 (BENT)
.L. CITY OF
STOCKB
X. L RIDGE
° 20' 45" 820
N 37 APP
80
RO
1/2"RB W/ CAP 780
"LSF810" SET
CONC. 810 L.L. N=1270214.86
79

PROJECT
E=2280498.09
' BARRIER 46
197.13 CONC. WALL 820
(TIE) BARRIER L.L.
WALL 51

MATCHLINE INTERSTATE 75
20' 07 CONC.
N 37° 770 BARRIER
WALL
CMF
78 (GEORGIA D.O.T. PROJECT I-75-2(36)218)
TE 75
(APPARENT VARIABLE LIMITED ACCESS R/W)
INTERSTA CT I-75-2(36)218)
JE
D.O.T. PRO ESS R/W)
CONC.
RAIL BARRIER

(GEORGIA RIABLE LIMITED ACC
GUARD WALL

T VA
770 (APPAREN

GUARDRAIL

GUARDRAIL

DRAWN BY
PTN
DESIGNED BY
PTN

NO
REVIEWED BY
BBW
RTH
DATE
09/28/2023
PROJECT NO.
118449002
TITLE

ZONING SITE
PLAN
SHEET NUMBER

ZSP
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Presentation
For VR-2023-04:
VARIANCE
For a Proposed
Mixed-Use Develop-
ment on The West Side
of Patick Henry Pkwy.
Presented To:
Planning Commission –
December 21, 2023
City Council – January 08, 2024

Presented By:
City of Stockbridge Community
Development Department,
Planning and Zoning Division
Linda Logan, Senior Planner
INTRODUCTION

PURPOSE OF APPLICATION -- Consider a Variance application (#VR-2023-04) by Waypoint
Residential (c/o Dennis J. Webb, Jr. of Smith, Gambrell, and Russell, LLP) for the development
of three parcels on the west side of Patrick Henry Parkway to allow for the construction of a
mixed-use development consisting of multifamily residential (apartments) and retail
commercial uses. The applicant has requested three variances.

APPLICANT’S THREE VARIANCE REQUESTS:
Variance Request #1--A variance from Section 2.5.2.F.2. to allow residential uses on the first
floor of buildings.
Variance Request #2-- A variance from Section 2.5.2. H.4. to eliminate the requirement for a
vehicular connection between adjoining properties.
Variance Request #3-- A variance from Section 2.5.2.H.1. to allow parking in front of the
buildings.
INTRODUCTION, CONTINUED
COMPANION APPLICATIONS -- The applicant also simultaneously submitted three
other applications to the City of Stockbridge for the subject property, as are listed
below.
1. Annexation Application (Case #AX-2023-06)—This is a request to consider the
annexation of four parcels into the Stockbridge City Limits. (The fourth parcel
would not be a part of the proposed development.)
2. Comprehensive Plan Amendment Application (Case #CP-2023-02) – This is a
request to assign the future land use designation of ‘Medium-Density Mixed-Use’
to the three parcels upon their annexation into the City.
3. Rezoning Application (Case #RZ-2023-03) –This is a request for a rezoning to
assign the zoning districts of ’PUD’ (Planned Unit Development) and ‘PMU’
(Parkway Mixed-Use Overlay District) upon the annexation of the three parcels
into the City.

The variance application pertains to three parcels, as are shown on the next two
slides.
AERIAL PHOTO OF PARCEL #052-01025024
(The aerial photos of the other two parcels are shown on the next slide.)
AERIAL PHOTOGRAPHS OF TWO MORE PARCELS

AERIAL PHOTOGRAPH AERIAL PHOTOGRAPH
OF PARCEL #052-01025027 OF PARCEL # #052-01025028
SURROUNDING ZONING

KEY:

Main Road – Patrick Henry Parkway
Adjacent Road to the West—I-75
Pale Yellow—RR (Rural Residential)
Gold—MFR (Multiple Family Residential)
Salmon – C-2 (General Commercial)
Red—C-3 (Heavy Commercial)
Teal—PUD (Planned Unit Development)
White Areas—Unincorporated Henry County
SURROUNDING LAND USE DESIGNATIONS

KEY:

Main Road—Patrick Henry Parkway
Adjacent Road to the West—Interstate 75
Orange—High-Density Residential
Red—Medium-Density Mixed-Use
White Areas—Unincorporated Henry County
CASE FACTS: SUBJECT DESCRIPTION

Proposed Development A mixed-use development to contain 324 apartment units plus 5,000
square feet of retail space.
Property Location Three parcels on the west side of Patrick Henry Parkway. Located in
Land Lot 45 of District 6, and in Council District 5.
Parcel Identification Parcel #052-01025024, Parcel #052-01025027, and Parcel #052-
01025028.
Parcel Acreage 20.91 +/- total acres.

Applicant Waypoint Residential (c/o Dennis J. Webb, Jr. of Smith, Gambrell,
and Russell, LLP)
Property Owners 1) Shama Hospitality, Inc. & Henry Pkwy. Partners, LLC; and 2)
Habarri, Inc.
Henry County Zoning C-2 (General Commercial).
Surrounding Zoning C-2, OI (Office-Institutional), and PD (Planned Development) in
unincorporated Henry County; C-2 and RR (Rural Residential) in the
City of Stockbridge.
Henry County Future High-Density Mixed-Use
Land Use Designation
Property Conditions Parcel #052-01025028 has dirt roads and piles of debris, plus a
Georgia Power Company easement at the south end. The other two
parcels are vacant.
Surrounding Land Uses Two large office buildings to the west; vacant land & I-75.
BOUNDARY SURVEY
PROPOSED DEVELOPMENT
PROJECT TYPE AND SIZE:
a. Project Components—Would consist of 324 apartments (at a density of 16.4 units per acre) plus 5,000
square feet of retail space on 19.7431 +/- acres of land.
b. Project Buildings—There would be 7 total buildings having three stories, and three of the buildings would
also have a basement level. Building 6 would be the largest, having retail and other non-residential uses on the
ground floor and 72 apartments above it.
SITE PLAN DESIGN:
a. Site Access—Would have two accesses off Patrick Henry Parkway, with deceleration lanes. The southern
entrance would be the main entrance. Both entrances would be gated.
b. Parking – Would include 691 surface parking spaces plus 42 garage parking spaces, exceeding the
required parking requirement of 558 parking spaces.
c. Amenities – Would include a swimming pool, a leasing office, a clubhouse, and a courtyard, all to be
located within or adjacent to Building 6. A dog park would be located at the south end.
d. Detention Ponds—One would be provided at each end of the property, and would feature walking
trains.
e. Building Setbacks—No specific setbacks are required since the property would be rezoned to PUD.
However, the applicant plans to provide the following setbacks: front yard—25 feet; side yards—
15 feet; and rear yards—20 feet.
f. Buffers—Would include 25-foot on three sides of the property as zoning buffers.
CONCEPTUAL SITE PLAN, ENLARGED
(Entitled “Waypoint Henry County”, which was prepared by
Kimley-Horn and Associates, and dated 09/22/23)
“DEVELOPMENT SUMMARY”
FROM THE
CONCEPTUAL SITE PLAN
ANALYSIS OF VARIANCE REQUESTS—INTRODUCTION
The applicant’s Variance application includes three variance requests, as are listed below, for the
development of the proposed mixed-use development on three parcels at the west side of Patrick
Henry Parkway. In all three variance requests, the applicant is seeking permission to forego
compliance with a particular requirement within the Unified Development Code (UDC) regulations
for the Parkway Mixed-Use (PMU) Overlay District.

Variance Request #1—To forego compliance with Section 2.5.2(F)(2) of the UDC, in order to allow
residential uses on the first floor of all buildings within the proposed development.
Variance Request #2—To forego compliance with Section 2.5.2(H)(4) of the UDC, in order to
eliminate the requirement for a vehicular connection between adjoining properties.
Variance Request #3—To forego compliance with Section 2.5.2(H)(1) of the UDC, in order to allow
parking in front of the proposed buildings.

Each variance request has been analyzed by the Planning and Zoning Staff and is discussed in
the forthcoming slides.
ANALYSIS OF VARIANCE REQUEST #1
Analysis of Variance Request #1 — To forego compliance with Section 2.5.2(F)(2) of the Stockbridge UDC, in order
to locate all residential uses on the first floor of all buildings within the property.
Section 2.5.2(F)(2) within the UDC’s regulations for the Parkway Mixed-Use (PMU) Overlay District states as
follows:
2. At least the first floor (sidewalk grade) of residential buildings in the overlay district are required
to be commercial space.
The applicant would provide 5,000 square of retail space on the first floor of Building 6, but no commercial space
within the apartment buildings because the applicant believes that no more commercial space could be
supported, from a marking standpoint, in this area. Instead, the applicant proposes to design the apartment
buildings so that the facades of their first floors would give the appearance of commercial space.
However, the Staff believes that the intent of the Section 2.5.2(F)(2) is not to just convey the appearance of
commercial uses within residential buildings, but to actually have multiuse buildings, with both residential and
commercial uses in the same building. But simply providing commercial-appearing facades would still not meet
this requirement.
Nevertheless, since the applicant already plans to provide 5,000 square feet of commercial space within Building
6, there is no apparent reason why commercial space also needs to also be provided on the first floors of the
apartment buildings. Therefore, Variance Request #1 is reasonable and should be granted. (The applicant may
have the option to provide commercial-appearing facades on the first floors of the residential buildings.)
ANALYSIS OF VARIANCE REQUEST #2
Analysis of Variance Request #2 — To forego compliance with Section 2.5.2(H)(4) of the UDC, in order to eliminate
the requirement for a vehicular connection between adjoining properties.
Section 2.5.2(H)(4) within the UDC’s regulations for the Parkway Mixed-Use (PMU) Overlay District states as
follows:
4. Access.
a. Adjoining properties shall be encouraged to share curb cuts to reduce interruptions to the sidewalks.
b. Properties that are adjoining are required to have curb cuts to adjacent properties to create a connection
between the two (2) properties. This keeps traffic off the main road and increases the likelihood that a
customer will only have to look for a parking space once, if desired.
However, this is not possible due to the following:
1. The property’s topography -- This would require detention ponds to be located at the northern and southern
ends of the property to facilitate drainage. Such locations would prevent the ability to provide interparcel
accesses to the adjacent properties to the north and south.
2. The presence of a Georgia Power Company easement across the southern end of the property -- This would
prevent the ability to provide an interparcel access at the southern end of the property.
These are physical limitations of the development site, which are not attributed to the applicant’s site design. To
enforce Section 2.5.2(H)(4) for the proposed development would create an unfair hardship for this applicant. Also,
from a logistical standpoint, the location of a gated community at the northern end of the property would make
the provision of any interparcel access irrelevant since non-residents would not be able to access the proposed
apartments.
ANALYSIS OF VARIANCE REQUEST #3
Analysis of Variance Request #3 -- To forego compliance with Section 2.5.2(H)(1) of the UDC, in order to allow
parking in front of the proposed buildings.
Section 2.5.2.(H)(1) within the UDC’s regulations for the Parkway Mixed-Use (PMU) Overlay District states:
H. Site Design Standards. All development in this district must meet the following minimum site design standards.
1. Parking must be located to the rear or side of buildings, where feasible.
Since the applicant’s requested PUD (Planned Unit Development) zoning is not restricted by any specific building
setbacks, the proposed buildings may be positioned in any direction, with parking facilities located in the front,
side, or rear of the buildings. The internal location of surface parking lots within the site should not be a concern.
Rather, the only concern would be the visibility of surface parking lots from Patrick Henry Parkway. The provision
of parking lots in the fronts of commercial buildings is to be expected for customers’ visibility and convenience.
It does not appear on the site plan that any surface parking lots would be located in front of the apartment
buildings, but some would be located between the apartment buildings. Yet, enclosed garages would be located
between the surface parking lots and the right-of-way for Patrick Henry Parkway, and they would partially block
the view of the surface parking lots from the road. In addition, it is likely that full blockage could be achieved by
using dense landscaping.
ANALYSIS OF VARIANCE REQUEST #3, CONTINUED

For the reasons above, it seems to be unnecessary to grant Variance Request #3. Instead,
the issue could be handled by simply imposing the following condition on any approval of
the applicant’s rezoning case (RZ-2023-08):

“All non-commercial parking facilities shall be screened from the view of
Patrick Henry Parkway by the use and maintenance of tall, dense landscaping.”
STAFF CONCLUSIONS
As a result of the foregoing analysis, the Planning and Zoning Staff has reached the following conclusions:

1. Variance Request #1 (to allow residential uses on the first floor of buildings) – Since the applicant already
plans to provide 5,000 square feet of commercial space within Building 6, there is no apparent need to also
provide commercial space on the first floor of the residential buildings. Therefore, this request is reasonable,
and it should be granted.
2. Variance Request #2 (to eliminate the requirement for a vehicular connection between adjoining properties) –
This variance request is reasonable because it is physically necessary for the subject property, and it should
be granted in order to prevent a hardship for the applicant.
3. Variance Request #3 (to allow parking in front of the buildings) – This variance request is unnecessary, and
the parking issue may instead be handled by imposing the suggested zoning condition above on any approval
for the rezoning of the property via Rezoning Case #RZ-2023-08.
STAFF RECOMMENDATIONS
Based on the Staff Conclusions above, the Planning and Zoning Staff therefore recommends the following actions
for these three variance requests:
1. Variance Request #1—Granting of the request, conditioned upon a site plan which is similar to the one which
the applicant submitted, entitled, “Waypoint Henry County”, prepared by Kimley-Horn and Associates, dated
09/22/23, and received by Planning & Zoning on 10/19/23.
2. Variance Request #2—Granting of the request, conditioned upon a site plan which is similar to the one which
the applicant submitted, entitled, “Waypoint Henry County”,
prepared by Kimley-Horn and Associates, dated 09/22/23, and received by Planning &
Zoning on 10/19/23.
3. Variance Request #3—Dismissal of the request, replacing it with the imposition of the following condition on
any approval of the applicant’s Rezoning Case #RZ-2023-08:
“All non-commercial parking facilities shall be screened from the view of Patrick Henry Parkway by the use and
maintenance of tall, dense landscaping.”

TO: Mayor and City Council
Planning Commission

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

CC: Ryan Anderson, Interim Community Development Director

DATE: December 21, 2023

SUBJECT: Staff Report for Variance Case #RZ-2023-04 for Three Parcels on the
West Side of Patrick Henry Parkway (Council District 5)

I. PURPOSE

Consider a Variance application (#RZ-2023-04) by Waypoint Residential (c/o Dennis J.
Webb, Jr. of Smith, Gambrell, and Russell, LLP) for the development of three parcels on the
west side of Patrick Henry Parkway allow for the construction of a mixed-use development
consisting of multifamily residential (apartments) and retail commercial uses. The
applicant also simultaneously submitted three other applications to the City of
Stockbridge, as are listed below.
• An Annexation Application (Case #AX-2023-06)—This is a request to consider the
annexation of four parcels into the Stockbridge City Limits. (The fourth parcel would
not be a part of the proposed development.)
• A Comprehensive Plan Amendment Application (Case #CP-2023-07) — This is a
request for a Comprehensive Plan amendment to assign the future land use designation
of ‘Medium-Density Mixed-Use’ to the three parcels upon their annexation into the City.
• A Rezoning Application (Case #RZ-2023-08)—This is a request for a rezoning to assign
the zoning districts of ’PUD’ (Planned Unit Development) and ‘PMU’ (Parkway Mixed-Use
Overlay District) upon the annexation of the three parcels into the City.

The variance application contains three variance requests, as are listed below.
1. Request for a variance from Section 2.5.2.F.2. to allow residential uses on the first
floor of buildings.
2. Request for a variance from Section 2.5.2. H.4. to eliminate the requirement for a
vehicular connection between adjoining properties.
3. Request for a variance from Section 2.5.2.H.1. to allow parking in front of the
buildings.

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

The subject property contains three parcels in Land Lot 46 of District 6, as are listed
below, with 20.91 +/- total acres in unincorporated Henry County. (The fourth parcel,
Parcel #052-01025021, is to be included within the proposed annexation, but it would
not be a part of the proposed development and is therefore not included within the
variance requests.) Aerial photographs of the three parcels comprising the variance
requests are provided on the following pages.

• Parcel #052-01025024—Contains 4.035 +/- acres.
• Parcel #052-01025027—Contains 11.428 +/- acres.
• Parcel #052-01025028—Contains 4.279 +/- acres.

AERIAL PHOTOGRAPH -- Parcel #052-01025024

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

AERIAL PHOTOGRAPH -- Parcel #052-01025027

AERIAL PHOTOGRAPH -- Parcel #052-01025028

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

II. CASE FACTS

Proposed Development A mixed-use development to contain 324
apartment units plus 5,000 square feet of
retail space.
Property Location Three parcels on the west side of Patrick
Henry Parkway.
Parcel Identification Parcel #052-01025024, Parcel #052-
01025027, and Parcel #052-01025028.
Parcel Acreage 20.91 +/- total acres.
Land District and Land Lot District 6, Land Lot 46.
Council District 5
Applicant Waypoint Residential (c/o Dennis J. Webb,
Jr. of Smith, Gambrell, and Russell, LLP)
Property Owners 1) Shama Hospitality, Inc. & Henry Pkwy.
Partners, LLC; and 2) Habarri, Inc.
Henry County Zoning C-2 (General Commercial).
Surrounding Zoning C-2, OI (Office-Institutional), and PD (Planned
Development) in unincorporated Henry
County; C-2 and RR (Rural Residential) in the
City of Stockbridge.
Henry County Land Use Designation High-Density Mixed-Use
Property Conditions The aerial photo shows dirt roads and piles
of debris on Parcel #052-01025028, as well
as a Georgia Power Company easement at
the south end. The other two parcels are
vacant.
Current Use Undeveloped, except for a small cemetery in
the northern area of the site.
Surrounding Land Uses ~ North—Vacant land.
~ South—Vacant land.
~ East—Two office buildings with a large
parking lot.
~ West—Vacant land and Interstate 75.

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

CITY OF STOCKBRIDGE 2023 ZONING MAP
(The subject property is indicated by a star.)
Legend:
Main Road – Patrick Henry Parkway
Pale Yellow—RR (Rural Residential)
Gold—MFR (Multiple Family Residential)
Salmon – C-2 (General Commercial)
Red—C-3 (Heavy Commercial)
Teal—PUD (Planned Unit Development)
White Areas—Unincorporated Henry County

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

CITY OF STOCKBRIDGE 2023 FUTURE LAND USE MAP
(The subject property is indicated by a star.)

KEY:
Main Road—Patrick Henry Parkway
Adjacent Road to the West—Interstate 75
Orange—High-Density Residential
Red—Medium-Density Mixed-Use
White Areas—Unincorporated Henry County

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

BOUNDARY SURVEY

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

III. PROPOSED DEVELOPMENT

A. Project Size. The applicant proposes to build 324 apartment units (at a density of 16.4
units per acre) plus 5,000 square feet of retail space on 19.7431 +/- acres, which currently
contain three parcels. The apartments would include 162 one-bedroom units, 135 two-
bedroom units, and 27 three-bedroom units. The apartment community would also include
9,000 square feet of space for a club area and a leasing office. The applicant’s submitted
site plan is entitled, “Waypoint Henry County”, prepared by Kimley-Horn and Associates
and dated 09/22/23. The proposed development would consist of seven buildings. Four
of them would be three stories high and the other three buildings would also have a
basement level. Building 6, the largest building, would have retail and other non-residential
uses on the ground floor, and residential units above it. Sidewalks would be provided
throughout the development. Projected traffic impacts are described in the applicant’s
submitted traffic impact study, which is summarized within the Staff Report for Rezoning
Case #RZ-2023-08.

B. Parking. Parking facilities would include 691 surface parking spaces plus 42 garage
parking spaces. This would exceed the total of 558 parking spaces that are required. The
total parking requirement is calculated by bedroom size, according to Section 4.8.5
(Parking and Loading Space Standards) of the Stockbridge Unified Development Code
(UDC). It states on Page 151 that one-bedroom or efficiency units should each have 1.4
parking spaces; two-bedroom units should each have 2.4 parking spaces; and three-or-
more-bedroom units should each have 2.25 parking spaces. Although the applicant’s site
plan states that the number of required parking spaces would be based on two spaces per
unit, that is not correct, and it should be modified to reflect the standards from the UDC. All
residential parking spaces would be located behind a gated access, and the retail parking
would be located directly off the main entrance.

C. Site Plan Design. The applicant’s submitted site plan shows that two entrances would
be provided off Patrick Henry Parkway, with a deceleration lane for each. The southern
entrance would be the main entrance, with a roundabout driveway. Building 6 would be
the largest building, containing 5,000 square feet of ground-floor retail space and 72
apartment units above. A swimming pool, leasing office, clubhouse, and courtyard would
all be provided within or adjacent to this building. Four apartment buildings would be located
to the north, and two more would be located to the south. A detention pond would be
located at both the northern and southern ends of the subject property, with walking trails
to be provided around one or both of them. A dog park would be located adjacent to the
Georgia Power easement to the south. Slightly more (20.1 percent) than the required 20
percent of open space would be provided, and substantially less impervious area (85.0
percent) would exist than would be required (55.4 percent). The open space to be provided
would mostly be the two detention ponds, so more usable open space is desirable. In
addition, fencing should be provided adjacent to the proposed dog park, and along the
Georgia Power Company easement on the south side of the property.

D. Building Setbacks. Since the applicant has requested the zoning district of PUD
(Planned Unit Development), no specific building setbacks would be required. However,

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023

the applicant’s site plan states that the proposed development would have the following
setbacks: front yard—25 feet; side yards—15 feet; and rear yards—20 feet. In addition,
25-foot buffers would be located to the north, south, and southwest since the bordering
properties in those areas have differing zoning districts.

CONCEPTUAL SITE PLAN
(Entitled “Waypoint Henry County”, which was prepared by
Kimley-Horn and Associates, and dated 09/22/23)

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023
10

“DEVELOPMENT SUMMARY”
FROM THE CONCEPTUAL SITE PLAN

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023
11

IV. ANALYSIS OF REQUESTS

The applicant has submitted a Variance application to request three variances, as are
listed below, for the development of the proposed mixed-use development on three
parcels at the west side of Patrick Henry Parkway. In all three variance requests, the
applicant is seeking permission to forego compliance with a particular requirement within
the Unified Development Code (UDC) regulations for the Parkway Mixed-Use (PMU)
Overlay District Each variance request has been analyzed by the Planning and Zoning
Staff and is discussed below.

1. Variance Request #1—To forego compliance with Section 2.5.2(F)(2) of the UDC,
in order to allow residential uses on the first floor of all buildings within the proposed
development.
2. Variance Request #2—To forego compliance with Section 2.5.2(H)(4) of the UDC,
in order to eliminate the requirement for a vehicular connection between adjoining
properties.
3. Variance Request #3—To forego compliance with Section 2.5.2(H)(1) of the UDC,
in order to allow parking in front of the proposed buildings.

Analysis of Variance Request #1 — To forego compliance with Section 2.5.2(F)(2)
of the Stockbridge UDC, in order to locate all residential uses on the first floor of
all buildings within the property.

Section 2.5.2(F)(2) within the UDC’s regulations for the Parkway Mixed-Use (PMU)
Overlay District states as follows:

2. At least the first floor (sidewalk grade) of residential buildings in the overlay
district are required to be commercial space.

The applicant proposes to provide 5,000 square of retail space on the first floor of
Building 6, which has frontage on Patrick Henry Parkway. The apartment buildings,
though, would not have any commercial space on their first floors. The applicant believes
that no additional commercial space could be supported, from a marking standpoint, in
the vicinity of the subject property. Instead, the applicant proposes to design the
apartment buildings so that the facades of their first floors would give the appearance of
commercial space. This would be done for aesthetic reasons.

However, the Staff believes that the intent of the Section 2.5.2(F)(2) is not to just convey
the appearance of commercial uses within residential buildings, but to actually have
multiuse buildings within a mixed-use development, with both residential and
commercial uses in the same building, rather than just providing them as separate uses
on the same property. But under the applicant’s proposed design, even if commercial-
appearing facades were provided on the first floor of the apartment buildings, the
buildings would still not contain commercial uses, so this requirement would still not be

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023
12

met.
Nevertheless, since the applicant already plans to provide 5,000 square feet of
commercial space within Building 6, there is no apparent reason why commercial space
also needs to be provided on the first floors of the proposed residential buildings.
Therefore, it is reasonable to grant this variance request. The applicant may have the
option to provide commercial-appearing facades on the first floors of the residential
buildings.

Analysis of Variance Request #2 — To forego compliance with Section 2.5.2(H)(4)
of the UDC, in order to eliminate the requirement for a vehicular connection
between adjoining properties.

Section 2.5.2(H)(4) within the UDC’s regulations for the Parkway Mixed-Use (PMU)
Overlay District states as follows:

4. Access.

a. Adjoining properties shall be encouraged to share curb cuts to reduce
interruptions to the sidewalks.

b. Properties that are adjoining are required to have curb cuts to adjacent
properties to create a connection between the two (2) properties. This keeps
traffic off the main road and increases the likelihood that a customer will
only have to look for a parking space once, if desired.

The applicant’s “Statement of Intent” within the applicant’s variance application states
that, due to the topography of the subject property, it would be necessary to locate two
detention ponds at the northern and southern ends of the property to facilitate drainage.
Such locations would prevent the ability to provide interparcel accesses to the adjacent
properties to the north and south. In addition, the presence of a Georgia Power Company
easement across the southern end of the property would prevent the developer from
providing an interparcel access at the southern end of the property. These are physical
limitations of the development site, which are not attributed to the applicant’s site design.
To enforce Section 2.5.2(H)(4) for the proposed development would create an unfair
hardship for this applicant. Also, from a logistical standpoint, the location of a gated
community at the northern end of the property would make the provision of any
interparcel access irrelevant since non-residents would not be able to access the
proposed apartments.

For these reasons, Variance Request #2 is reasonable and should be granted.

Analysis of Variance Request #3 -- To forego compliance with Section 2.5.2(H)(1)
of the UDC, in order to allow parking in front of the proposed buildings.

Section 2.5.2.(H)(1) within the UDC’s regulations for the Parkway Mixed-Use (PMU)
Overlay District states as follows:

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023
13

H. Site Design Standards. All development in this district must meet the
following minimum site design standards.

1. Parking must be located to the rear or side of buildings, where feasible.

Since the applicant has requested PUD (Planned Unit Development) zoning for the
subject property, the proposed site plan is not restricted by any specific building setbacks.
This means that the proposed buildings may be positioned in any direction, with parking
facilities provided in the front, side, or rear of the buildings. The internal location of surface
parking lots within the site should not be a concern. Rather, the only concern would be
the visibility of surface parking lots from Patrick Henry Parkway. The provision of parking
lots in the fronts of commercial buildings is to be expected for customers’ visibility and
convenience.

Regarding the provision of parking facilities for the proposed apartments, it does not
appear from the applicant’s submitted site plan that any surface parking lots would be
located in front of the apartment buildings, but parking lots are present between some of
the apartment buildings. Yet, the applicant has stated that enclosed garages are to be
located between the surface parking lots and the right-of-way for Patrick Henry Parkway,
and that the garages would partially block the view of the surface parking lots from the
road. In addition, it is likely that full blockage could be achieved by using dense
landscaping.

For the reasons above, it seems to be unnecessary to grant Variance Request #3.
Instead, the issue could be handled by simply imposing the following condition on any
approval of the applicant’s rezoning case (RZ-2023-08):

“All non-commercial parking facilities shall be screened from the view of
Patrick Henry Parkway by the use and maintenance of tall, dense landscaping.”

V. STAFF CONCLUSIONS

As a result of the foregoing analysis, the Planning and Zoning Staff has reached the
following conclusions:

1. Variance Request #1 (to allow residential uses on the first floor of buildings) – Since
the applicant already plans to provide 5,000 square feet of commercial space within
Building 6, there is no apparent need to also provide commercial space on the first floor
of the residential buildings. Therefore, this request is reasonable, and it should be
granted.

2. Variance Request #2 (to eliminate the requirement for a vehicular connection between
adjoining properties) – This variance request is reasonable because it is physically
necessary for the subject property, and it should be granted in order to prevent a

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023
14

hardship for the applicant.
3. Variance Request #3 (to allow parking in front of the buildings) – This variance request
is unnecessary, and the parking issue may instead be handled by imposing the
suggested zoning condition above on any approval for the rezoning of the property via
Rezoning Case #RZ-2023-08.

VI. STAFF RECOMMENDATIONS

Based on the Staff Conclusions above, the Planning and Zoning Staff therefore
recommends the following actions for these three variance requests:

1. Variance Request #1—Granting of the request, conditioned upon a site plan which is
similar to the one which the applicant submitted, entitled, “Waypoint Henry County”,
prepared by Kimley-Horn and Associates, dated 09/22/23, and received by Planning &
Zoning on 10/19/23.

2. Variance Request #2—Granting of the request, conditioned upon a site plan which is
similar to the one which the applicant submitted, entitled, “Waypoint Henry County”,
prepared by Kimley-Horn and Associates, dated 09/22/23, and received by Planning &
Zoning on 10/19/23.

3. Variance Request #3—Dismissal of the request, replacing it with the imposition of the
following condition on any approval of the applicant’s Rezoning Case #RZ-2023-08:
“All non-commercial parking facilities shall be screened from the view of Patrick Henry
Parkway by the use and maintenance of tall, dense landscaping.”

City of Stockbridge, GA Community Dev. Dept. / VR-2023-04 Staff Report / December 21, 2023
Position Description

Job Title: Property/Evidence Custodian
Department: Police
Pay Grade: 108
FLSA Status: Non-Exempt
Designation: Safety Sensitive

JOB SUMMARY

This position is responsible for effectively and securely managing all items and materials
collected by the police department. The Property and Evidence Custodian's responsibilities
encompass properly handling, storing, and documenting evidence, property, and contraband,
with a focus on ensuring the integrity of the chain of custody. In addition to evidence
management, this role extends to assisting in crime scene processing.

MAJOR DUTIES

The following duties are normal for this position. The omission of specific statements of the
duties does not exclude them from the classification if the work is similar, related, or a logical
assignment for this classification. Other duties may be required and assigned.

• Receives, catalogs, and stores all items collected by law enforcement personnel as evidence
in criminal investigations.
• Maintain a meticulous record-keeping system, documenting the details of each item, its
source, and date and time of collection.
• Organization and maintaining a secure and organized evidence storage facility.
• Establish and uphold a strict chain of custody to ensure the legal admissibility of evidence in
court.
• Monitor and track the movement of evidence from the moment it is collected until its final
disposition.
• Collaborate with law enforcement officers and legal personnel to provide accurate and timely
information on the status of evidence.
• Prepare and present evidence in court when required, maintaining a thorough understanding
of the legal procedures and requirements.
• Work closely with legal professionals to facilitate the seamless presentation of evidence
during legal proceedings.
• Oversee the proper disposal of evidence in accordance with established policies and legal
guidelines.
• Process requests for the release of property and evidence, ensuring compliance with
department protocols.
• Conduct regular inventories to ensure the accuracy of records and the proper storage of
items.
• Coordinate with law enforcement personnel to reconcile discrepancies and address any
issues related to the inventory.
• Stay updated on relevant law, regulations, and best practices pertaining to the management
of property and evidence.
• Provide training to law enforcement officers and staff on proper evidence handling
procedures.
KNOWLEDGE, SKILLS AND ABILITIES REQUIRED BY THE POSITION

• Knowledge of common office productivity software, computers, and other office/technical
equipment.
• In-depth understanding of local, state, and federal laws governing evidence handling,
preservation, and storage.
• Knowledge of courtroom procedures and requirements for the admissibility of evidence.
• Familiarity with law enforcement policies and procedures related to evidence collection,
documentation, and chain of custody.
• Understanding of the role of evidence in criminal investigations.
• Knowledge of inventory control methods, cataloging, and tracking systems.
• Familiarity with technologies and software used for managing evidence databases.
• Understanding of forensic principles and crime scene processing techniques.
• Awareness of best practices in evidence collection and preservation.
• Knowledge of security protocols to prevent tampering, loss, or unauthorized access to
evidence.
• Understanding of physical and technological safeguards for evidence storage.
• Exceptional organizational skills to categorize, store, and retrieve evidence efficiently.
• Ability to maintain meticulous records and documentation.
• Proficiency in using computerized databases and record management systems.
• Skills in utilizing technology for evidence tracking and inventory management.
• Strong written and verbal communication skills to liaise effectively with law enforcement
personnel, legal professionals, and other stakeholders.
• Ability to prepare clear and concise reports and documentation.
• Strong analytical and problem-solving skills to address challenges in evidence
management.
• Ability to troubleshoot and resolve issues related to chain of custody or evidence
discrepancies.
• Demonstrate ability to handle sensitive information with the utmost confidentiality and
discretion.
• Capacity to navigate ethical considerations related to evidence management.
• Flexibility to adapt to changing priorities, workload, and responsibilities.
• Ability to respond effectively to unexpected situations, especially in a dynamic law
enforcement environment.

PHYSICAL DEMANDS

The role of a Police Property and Evidence Custodian involves various physical demands
essential for the effective execution of responsibilities. The position requires physical dexterity
and stamina to handle, catalog, and move items within the evidence storage facility. Duties
involve lifting and transporting packages of varying sizes and weights, particularly when
managing bulk evidence or processing items from crime scenes. Additionally, Custodians
must be prepared for potential physical demands associated with crime scene processing,
such as assisting with collecting and documenting evidence on-site. Given the dynamic
nature of law enforcement, adaptability to physical challenges is crucial, and custodians
should be able to maintain compliance with safety and health standards, ensuring the secure
and efficient management of evidence in a variety of situations.

WORK ENVIRONMENT:

The work environment for a Police Property and Evidence Custodian is characterized by a
unique blend of administrative and hands-on tasks within a secure and often fast-paced setting.
Custodians primarily operate in evidence storage facilities, ensuring the proper organization,
storage, and documentation of items collected by law enforcement. These facilities are typically
secure and may involve controlled access points to maintain the confidentiality and integrity of
the evidence. The work environment may extend beyond the storage facility to include crime
scenes, where custodians could be involved in processing evidence. The nature of the job also
involves frequent interactions with law enforcement personnel, legal professionals, and
occasionally the community, necessitating strong interpersonal and communication skills.
Attention to detail is paramount, and the work environment demands a high level of focus to
uphold the chain of custody and adhere to legal protocols. Overall, the work environment for a
Police Property and Evidence Custodian is dynamic, requiring adaptability and a commitment to
maintaining the standards of evidence management within the law enforcement framework.

MINIMUM QUALIFICATIONS

An associate degree in forensic science, criminal justice, or a related field is desired; a bachelor's
degree is preferred. At least two (2) years of experience as a primary property and evidence
custodian is required. Any equivalent combination of education, training, and experience that
provides the knowledge, skills, and abilities for the job may be considered in lieu of the
educational requirement. Valid Georgia Driver's License; must be able to successfully pass pre-
employment physical ability testing, medical and drug screening; satisfactory motor vehicle
record (MVR); and acceptable background investigation.

The City of Stockbridge, Georgia, is an Equal Opportunity Employer. In compliance with the
Americans with Disabilities Act, the City will provide reasonable accommodations to qualified
individuals with disabilities and encourages both prospective and current employees to discuss
potential accommodations with the employer.

The City has the right to revise this position description at any time and does not representin
any way a contract of employment.

Employee Signature Date

Supervisor (or HR) Signature Date
City of Stockbridge Police Department Internal Affairs Reports Directly to
the Chief of Police

Organizational Chart Chief of Police

Effective January 1, 2024
Executive Assistant

Total Full-Time Sworn 62
Total Full-Time Civilian 15
Asst. Chief
Total Part-Time 4
Total Full Time Employees 77
Operations Support
Major Major

Accreditation Administrative Services Professional Standards
Manager Captain Captain

Field Training
Investigative Services Code Enforcement Community Affairs Special Services
Services Records Supervisor Supervisor Lieutenant Sergeant
Captain Lieutenant
Captain

Crime Scene Criminal DEA Task Force Background &
Patrol Day Patrol Evening 2 Records 2 Code Enforcement
Investigator Investigation Recruitment/IA 3 Part-Time Officers
Lieutenant Lieutenant Officer Coordinators Officers
Supervisor Sergeant Sergeant

Crime & Traffic Unit
A Team B Team C Team D Team Crime Scene Co-Responder
Sergeant 5 Detectives Records Clerk
Sergeant Sergeant Sergeant Sergeant Investigator Coordinator

Property & Evidence Public Safety
Corporal Corporal K-9 Corporal Corporal Corporal
Custodian Information

7 Officers 7 Officers 2 Officers 7 Officers 7 Officers

Sworn Proposed Pos. Part Time
Public Safety Officer Public Safety Officer Public Safety Officer Public Safety Officer

Civilian External Emp.

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 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
Public Works Public Works Director Administrative Assistant 106 $39,820.37 $50,770.98 $61,721.58
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
Stormwater Stormwater Supervisor Stormwater Technician 106 $39,820.37 $50,770.98 $61,721.58
Administration Senior Accountant 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 Clerk 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 Building Permit Technician 108 $43,901.96 $55,975.00 $68,048.04
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 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
Permitting` Community Development Director Building Inspector 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

Page 1

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
Municipal Court Court Clerk/Administrator Deputy Court Clerk 109 $46,536.08 $59,333.50 $72,130.92
Human Resources Human Resources Manager Human Resources Coordinator 109 $46,536.08 $59,333.50 $72,130.92
Administration Treasurer/CFO Payroll 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/CFO 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
MMCC Conference Center Manager Events Coordinator 110 $49,328.24 $62,893.51 $76,458.78
Executive City Manager Executive Assistant 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
Governing Body Mayor & Council Executive Assistant to Mayor & Council 110 $49,328.24 $62,893.51 $76,458.78
Planning Senior Planner GIS Technician 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 Senior Accountant Accountant 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
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 Procurement Specialist 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
Administration Treasurer/CFO Budget Analyst 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
Administration Treasurer/CFO Senior Accountant 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

Page 2

Executive City Manager Management Analyst 113 $58,750.73 $74,907.18 $91,063.63
Unassigned Unassigned Unassigned 114
Code Enforcement Police Captain Code Enforcement Supervisor 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 Police Crime Scene Supervisor 115 $66,012.32 $84,165.71 $102,319.09
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
Water Public Works Director Water Superintendent 116 $69,973.06 $89,215.65 $108,458.24
Planning Community Development Director Chief Planner 117 $74,171.44 $94,568.59 $114,965.73
Econ Development City Manager Economic Development Director 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/CFO Procurement Manager 117 $74,171.44 $94,568.59 $114,965.73
Executive City Manager Project Manager 117 $74,171.44 $94,568.59 $114,965.73
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 Manager 119 $84,918.88 $108,271.58 $131,624.27
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/CFO 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
Executive Mayor & Council City Manager 125 $127,440.35 $162,486.44 $197,532.54

Page 3

Page 4

Page 5

Page 6
City of Stockbridge Police Department Internal Affairs Reports Directly to
the Chief of Police

Organizational Chart Chief of Police

Effective January 1, 2024
Executive Assistant

Total Full-Time Sworn 62
Total Full-Time Civilian 15
Asst. Chief
Total Part-Time 4
Total Full Time Employees 77
Operations Support
Major Major

Accreditation Administrative Services Professional Standards
Manager Captain Captain

Field Training
Investigative Services Code Enforcement Community Affairs Special Services
Services Records Supervisor Supervisor Lieutenant Sergeant
Captain Lieutenant
Captain

Crime Scene Criminal DEA Task Force Background &
Patrol Day Patrol Evening 2 Records 2 Code Enforcement
Investigator Investigation Recruitment/IA 3 Part-Time Officers
Lieutenant Lieutenant Officer Coordinators Officers
Supervisor Sergeant Sergeant

Crime & Traffic Unit
A Team B Team C Team D Team Crime Scene Co-Responder
Sergeant 5 Detectives Records Clerk
Sergeant Sergeant Sergeant Sergeant Investigator Coordinator

Property & Evidence Public Safety
Corporal Corporal K-9 Corporal Corporal Corporal
Custodian Information

7 Officers 7 Officers 2 Officers 7 Officers 7 Officers

Sworn Proposed Pos. Part Time
Public Safety Officer Public Safety Officer Public Safety Officer Public Safety Officer

Civilian External Emp.
