WQ0045506_Application (FTSE)_20240808

Docusign Envelope ID: A51985BB-A75D-41 1 C-9B37-5DE7E825266B
State of North Carolina
i)WRNC Department of Environmental Quality Department of Environmental Quality
MAY 29 2024 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WQ0045506(to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: Additional Info Rec. August 8, 2024
1. Applicant's name: City of Sanford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Paul Weeks per 15A NCAC 02T .0106(b)
Title: Executive Director of Utilities and En ing eering
4. Applicant's mailing address: 225 E. Weatherspoon Street
City: Sanford State: NC Zip: 27330-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Del Webb at Chatham Park - Phase 1
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.699167' Longitude:-79.177778'
5. Parcel ID (if applicable): 9740-00-88-6074, 9741-20-80-6211 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Bryant Inge License Number: 050756
Firm: WithersRavenel
Mailing address: 115 Mackenan Drive
City: Cary State: NC Zip: 27511-
Phone number: [phone] Email Address: binge(a)withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Sanford WWTP Permit Number: NCO020354
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0043594
2. Downstream (Receiving) Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): City of Sanford
FORM: FTA 10-23 Page 1 of 5

Docusign Envelope ID: A51985BB-A75D-411C-91B37-51D=825266B
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total T
GPD
a See 15A NCAC 02T .0114(b), L), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
® Other (Explain): Flow associated with Del Webb at Chatham Park - Ph 1 will discharge into Permit WO0043594 and
then into the City of Sanford Wastewater Treatment Facility (Permit NC0020354). This permit will be modified to include
flow once the downstream infrastructure has been certified.
FORM: FTA 10-23 Page 2 of 5

Docusign Envelope ID: A51985BB-A75D-411C-91337-5DUE82526613
Vii. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,012
DIP
8
11,844
PVC
10
350
DIP
10
609
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

Docusign Envelope ID: A51985BB-A75D-411C-91337-51DUE8252666
ix. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(_f)&(g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305( or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Jordan Lake ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

Docusign Envelope ID: A51985BB-A75D-411C-91337-51DUE8252666
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the yroiect, the full technical review is required.
2. Professional Engineer's Certification:
I, Bryant Inge, PE , attest that this application for Del Webb at Chatham Park - Phase 1
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item I1.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
.......................... .......................
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Applicant's Certification per 15A NCAC 02T .0106(b):
I,
Paul M. weeks Jr. P.E. Del Webb at Chatham Park Phase I
attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
DocuSigned by:
Pain, k, (1 uks Y. P.f.
Signature: BBc39Fs6s7844B9_ Date:
8/7/2024
FORM: FTA 10-23 Page 5 of 5

Docusign Envelope ID: C67F259C-1DE7-42EB-883A-629759CFB338
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Del Webb at Chatham Park - Phase 1
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit #
Pittsboro WWTP
NCO020354
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.750
0.0274
0.5540
0
0.5814
78
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet Total Current
Station
Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Daily Flow, Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-23

Docusign Envelope ID: C67F259C-1DE7-42EB-883A-629759CFB338
III. Certification Statement:
I Paul M. weeks Jr. P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
DocuSigned by:
E
au� M i11uks ,fir. P.f. 8/7/2024
BBC39E6667844B9...
Signing Official Signature
Executive Director of utilities
Title of Signing Official
Date
Page 2 of 6
FTSE 10-23

10 WithersRavenel
Our People. Your Success.
August 811, 2024
NCDEQ - Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
RE: Del Webb at Chatham Park - Phase 1 - Sewer System Extension Permit
On behalf of Pulte Home Company, LLC, please find the attached documentation in support of a Fast Track
Application (FTA 10-23) for the referenced project. As noted in the application, this project will consist of
11,844 LF of 8" PVC sewer lines, 1,012 LF of 8" DIP sewer lines, 609 LF of 10" PVC sewer lines, and 350 LF
of 10" DIP sewer lines located within Del Webb at Chatham Park - Phase 1, and will connect to sewer
(Permit WQ0043594) permitted and constructed under separate cover and will be tributary to the City of
Sanford Wastewater Treatment Facility (Permit NC0020354). The sewer proposed within this application
will serve Del Webb at Chatham Park - Phase 1 consisting of 254 single family detached homes within this
development.
The proposed project will meet all DWR minimum design criteria for sanitary sewer extensions. The design
flow rate for this project is calculated at 0 gpd. This permit will be modified to include flow once the
downstream infrastructure has been certified.
Please find attached the following information in support of the application:
• Fast Track Sewer System Extension Application (FTA 10-23)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-23)
• Flow Reduction Approval Letter - Chatham Park Affiliated Areas
• USGS Map
• Street Level Map
• USACE 404 Permit (SAW-2021-01284)
• NCDWR 401 Permit (SAW-2021-01284)
If you have any questions regarding this request or if you require any additional information, please feel
free to contact me at 919-469-3340 or [e-mail].
Sincerely
WithersRavenel
00 mij I M�
Bryant Inge, PE
Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

DocuSign Envelope ID: 94616611-1FD3-4179-8649-8AI36F433FE20
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHAM E. ROGERS, JR.
Director
Mr. Timothy Smith, Vice President
Chatham Park Investors, LLC
100 Matrix Drive 8000
Cary, NC 27513
\f QaAi'i Na j
NORTH CAROLINA
Environmental Quality
March 10, 2023
Subject: Residential Flow Reduction Approval
Chatham Park Associated Areas (Oldham Tract, Mellott Tract, Grantham Tract,
Womble Tract, CPI Parcel 1, CPI Parcel 2, Clark Tract, CPI Parcel 3, CPI Parcel
4, CPI Parcel 5, CPI Parcel 6, Townsend Tract)
Chatham Park Investors, LLC
Chatham County
Dear Mr. Smith:
On November 6, 2022, the Division of Water Resources (Division) received a request for an
adjusted daily sewage flow rate (flow reduction) that would apply to all permitted but not yet
tributary residential connections and all future residential connections within the Chatham Park
Associated Areas (Oldham Tract, Mellott Tract, Grantham Tract, Womble Tract, CPI Parcel 1,
CPI Parcel 2, Clark Tract, CPI Parcel 3, CPI Parcel 4, CPI Parcel 5, CPI Parcel 6, Townsend
Tract) service area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request, and
based on the data submitted, the Division hereby approves for use by Chatham Park Investors,
LLC an adjusted daily sewage design flow rate with the following conditions:
• The flow reduction is applicable to residential single-family dwellings only.
• The minimum flow for 1- and 2- bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons
per day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to the City of Sanford collection system (WQCS00047) or the Chatham Park
Water Recovery Center (NC0020354).
Future sewer extension applications should be made using the flow reduction amount stated
above. All other aspects of the permitting process remain unchanged, and all applications must
D E Q ,fJ North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAROLINA (J1(�.'�O'�.(�OQO
Department of Emlmnmenfal Duali�

DocuSign Envelope ID: 94616611-1FD3-4179-8649-8AB6F433FE20
be in compliance with the statutes, rules, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connection(s).
In accordance with 15A NCAC 02T .0114(f), the Division periodically requires reassessment of
wastewater flow data associated with the collection system or the receiving wastewater treatment
plant as applicable to confirm the suitability of the approved flow reduction value. Chatham Park
Investors, LLC shall submit documented, representative data in accordance with 15A NCAC 02T
.0114( (lf2 )(A-H) prior to November 30, 2032. Failure to submit the required data by this date
will result in this flow reduction approval letter becoming null and void. Upon review of the
data, the Division shall either reapprove, modify or not grant reapproval for the previously
approved flow reduction value.
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters,
and/or wastewater treatment.
If you have any questions, please contact Charlie Miller, P.E. at [phone] or by email at
Charlie.Miller&ncdenr. gov.
Sincerely,
�AD'oc'ulSiwgne'd byy:n w'^ In.'' A
IVUI (n h6kft "C�1th
C464531431644FE...
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
Attachment: Chatham Park Associated Areas Site Map
CC: Nisha Thuruthy, P.E., McKim & Creed (NThuruthy(d),mckimcreed.com)
Victor Czar, City of Sanford (victor. czar&sanfordnc.net)
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CAROLINA 919.707.9000
Depanmem of Envlmnmenml Dual

DocuSign Envelope ID: 94616611-1FD3-4179-8649-8Al36F433FE20
Path: K:\15\15-0070\150074-Chatham Park GIS\GIS\SiteMap_OtherProperties_update 082022.mxd Aerial Date: 2017 Printed Date: 2/27/2023 Created By: JAR