WQ0041811_Application (FTSE)_20220922

DocuSign Envelope ID, 37F42D36-2COF-4E5D 9CF6-18185 33%of Environmental QUUIit•
State of North Carolina
SEP z 2 2022 Department of Environmental Quality
DWR Division of Water Resources
Raleigh R08t.MJ1'%fJq&. EWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number;lmp�!o be completed by DWR)
All Items must be comp et d or the application will be returned
1. APPLICANT INFORMATION: w a Q o ,f I t' I� ()
1. Applicant's name: Town of Pittsboro (company, municipality_,f HOA, utility, etc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kent Jackson per 15A NCAC 02T .0106tbt
Title: Town Engineer
4. Applicant's mailing address: PO Box 759
City: Pittsboro State: NC Zip: 27312
5. Applicant's contact information:
Phone number: [phone] Email Address: kjackson ittsboronc.gov
11. PROJECT INFORMATION:
1. Project name: Chatham Park Section 5.1 Subdivision West Phase 2A
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Projcct
If a modification, provide the existing permit number: W0004181 1 MOD and issued date: 9/30/2020; Modified 9/17/2021
for Change of Ownership,
For modifications, also attach a detailed narrative description as described in Item G of the checklist. See
attached Cover Letter for narrative description of modification.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Chatham Courtly
4. Approximate Coordinates (Decimal Degrees): latitude: 3,5.726° Longitude:-79.161
5. Parcel ID (if applicable): 7386 (or Parcel ID to closest downstream sewer)
11I. CONSULTANT INFORMATION:
1. Professional Engineer. Nicholas J. Antrilli, PE License plumber: 38549
Firm: WithersRavenel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary Slate: NC Zip, 27511-
Phone number: (2 9) 238-0362 Email Address: nantrillita'�.withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Pittsboro Permit Number: NCO020354
Owner Name: "Down of Pittsboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0039848
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity J Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21 rage 1 of 5

DocuSign Envelope 10: 37F42D36-2COF-41;5D-9CF6-18185833C7F9
5EP
VI. GENERAL REQUIREMENTS Raleigh Regional Offl-Ce
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FOitRt: [7F,V I been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOXTOA Otxratio.naI Agreement if0RNI: i 1-1OA-IOAand
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
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 I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 %n Domestic _ %Commercial % Industrial (See _I 5A NCAC .02T.01 03(20
If Industrial, is there a Pretreatment Program in effect? ❑ Yes[} No
6. Hasa flow reduction been approved under k SA NCAC 02T.01 14 f ? ®Ycs ❑ No
If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(f))
Daily Design Flow ■,b
No. of Units
Flow
Single Family Housing
180 gal/day (3 BR units)
42
0 GPD
gaV
GPD
gaV
GPD
gall
GPD
gaV
GPD
gall
GPD
7bral
0 GPD
a See 15A NCAC: 02T .0I I.1{b), td), (e)I_il_4nd (c)t2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; 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 021 .01 14(c), design flow rates for establishments not identified [in table I SA NCAC 02T.0 1-141 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.01 1 :1)
D 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 Iine.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number: W00041811 Issuance Date: 9/30/2020:-Modified 9/17/2021
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

DocuSign Envelope ID 37F42D36-2COF-4ESD-9CF6-18185833C7F9
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gran it► Severs}:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 1784 PVC
D 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 Punt j Stations For • ins :
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: 0 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)
S. 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 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)_.__._
6. Power reliability in accordance with 15A NICAQ 02T .0305(h )I ,1:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 021'.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 06-21 Page 3 of 5

DocuSign Envelope Id: 37F42036-2COF-4E50.9CF6-18185833C7F9 srp 2 2 2922
IX. SETBACKS & SEPARATIONS — (02B .0200 & l5A NCAC 02T .0305(f)): Ralei h
C
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .030a,l,l) i e�geP>10 � ❑ No
I
15A NCAC 02T,0305(f) contains minimum separations that shall be provided for sewer systems: e
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water 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-1 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, FIQW, 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 Wt..
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.030511, or f 4„), sce Section X.1 of this application
* 15A NCAC 02T.0305 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_�!irface Water tAassiffcations webpmu
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: Haw River ❑ 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 213.0202
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 02 TLA l�t5tclt0l (additional permits/certifications)? ®Yes ❑ No
Per 15A NCAC (?2T.0105tcX6?, 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 permittne or its representative at least once every six -months and
inspections documented per I5A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

tvt, Uept of I--nviron11V1q1;,L .
DocuSign Envelope ID: 37F42036-2COF-4E$I}9CF6-18185833C7F9 J CEP 2 2 7027
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A :NCAC 02T, thA&9#f9>� *tffiqli'c Pennittingpi"Pump Stations
and force M4i Oiet ia1,a_lay.Lv Sewer,�linimum DesigCa t version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance!Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the re nest will be issued
concurrently with the approval of the permit, and projects re uirin a variance approval ma be subject to longer
review times. For Proiects reguirine two or more variances or where the variance is determined by the Division to be a
significant Portion of the Protect, the full technical. review is required,
2. Professional Engineer's Certification:
1, Nicholas J. Antrilli, PE , attest that this application for Chatham Park Sec. 5.1 Subdivision West Phase 2A
(Professional Engineer's name from Application Item III 1) (Project Name from Application Item It 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,
Min -mum Design Criteria for Gravit) Severs (:atest %ersion 1, and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force tdainx at 4t ver�ig4t). 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 143-215.6B, 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. 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 Fngineer to referral to the licensing board. (21 NCAC 56.0701)
... ..................00b aflso"osaeoa
North Carolina Professional Engineer's seal, signature, and date: 000.444-\H°°;',40R0(�a0000
ee 2oo�FESS/p0a. -5r
0
o Y
SEAL
38549 e e
oe
OoouSiyned W, ny
VIC`'101w� �ao I pDA\vo p0��0
4,__05F54o7AIM43E: 'as'°°oauUoongg........... /5/2022
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Kent Jackson, Town Engineer , attest that this application for Chatham Park See. 5.1 Subdivision West Phase 2A
(Signature Authority Name from Application Item 1.3) (Project name from Application Item 11.1)
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 arc 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 143-2156,1, and 14 3-215 GB, 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.
Signature: r` a V ------ --- Date: D� 'bat ' Z07"7
FORM: FTA 06-21 Page 5 of 5

01
NC Dept of Environ+tia%�"
SEP 2 2 7022
State of Forth Carolina
Raleigh Regional Office Department of Environmental Quality
Division of Water Resources
DNIslon of Wate Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Chatham Park Investors LLC
Project Name for which flow is being requested: CP Section 5.1 Subdivision West Phase 2A
.tilore Chun one FTSE may he required for a single project if ncc owner of the 1VWTF is not responsible for all pump
stations along the route of the proposed wastewaierflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Pittsboro WWTP
b. WWTP Facility Permit #.- NC0020354
A11 flows are in MGD
c. WWTP facility's permitted flow 0.75
d. Estimated obligated flow not yet tributary to the WWTP 0.1361
e. WWTP facility's actual avg. flow 0.5029
f. Total flow for this specific request 0 01 516 } ��
g. Total actual and obligated flows to the facility 0.6390
h. Percent of permitted flow used 85%
1I. 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 Average Da:ty Approx- Not Yet TotY Current
Station Firm F.OW** Current Avg. Tributary >~low Plus
(Name or Capacicy, * (Er -' f p0, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is derined 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.
*** 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): Town of Pittsboro WWTP
Downstream Permit Number- NCO020354
Page t of 6
FTSE 04-16

I.H. Certification Statement:
I John Poteat certify to the best of my knowledge that the addition of
the volume of wastewater to be pennitted 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 indicates acceptance of this wastewa r flow.
5.11 ZoZo
Sign
Signature
Date
Page 2 of 6
USE 04-16

■ WithersRavenel
Our People. Your Success.
September 22, 2022
Department of Environmental Quality
Division of Water Resources
Attn: Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
NCbepr "Environmental
Quaiit,
SEpz2 2c22
lei, R,, ion, pff'
!Ce
RE: Chatham Park - Chatham Park Section 5.1 Subdivision West Phase 2A
Sewer System Certification - WQ0041721 MOD
Dear Mr. Robinson,
On behalf of the Town of Pittsboro, please find the enclosed documentation in support of a Sewer Permit
Modification (Permit #WQ0041811MOD) and revised Fast Track Application (FTA 06-21) for the referenced
project. As noted in the application and on the Record Drawings, this project will consist of 1784 LF of 8" PVC
sewer lines,. This project is located north of Thompson Street and will connect to sewer permitted and being
constructed under separate cover, (WQ0039848). The sewer proposed within this application will serve Phase 1 of
Subdivision West containing 42 single family homes within this development_
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. The design
flow rate for this project is calculated at 7,560 gpd based on NCAC 2T Rules for wastewater flow rates and the
DEQ approved sewer flow reduction of 60 gal/bedroom approved under separate cover for Chatham Park and
included with this submittal package. The proposed sanitary sewer line sizes are more than adequate to convey
the design flow rates.
Please find attached the following information in support of the application:
Record Drawings, Cover sheet revised to accurately reflect 17841F of gravitysewer
Fast Track Sewer System Extension Application (FTA06-21), revised to show 17841F of PVC sewer
lines, per Record Drawings
➢ Engineering-Permittee Certification, previously submitted with Certification
➢ Certification Checklist, previously submitted with Certification
➢ Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE04.. 16), previously
submitted with Certification
➢ DEQ Sewer Permit #WQ0041721 MOD, previously submitted with Certification and Modified with
Change of Ownership
➢ Chatham Park Flow Rate ReductionApproval, previously submitted with Certification, prior to
Modification for Change of Ownership
D USGS and Street Level Maps, previously submitted with Certification
If you have any questions regarding this request or if you require any additional information, please feel free to
contact me at 919-238-0312 or gayan2wi her r venel,com .
Sincerely,
WithersRavenel
Gareth C. Avant, PE
Senior Project Manager

VC Dept of F.nvironmentO Quality
70356
{
70357
SEP 2 2 2022
Raleigh Regional Office
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� .9v. lyr Ic�rvGiuNG �u. �voou�ra—recu yruv �a�o-o�.r ia�nicar�
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Director
Kent Jackson, Town Engineer
Town of Pittsboro
P.O. Box 759
Pittsboro, NC 27312
NORTH CAROLINA
Envlrontnental Quality
9/17/2021 NC Dept of Environmental Quaht}
Subject: Change of Ownership Approval
Permit No. WQ0041811
Chatham Park Section 5.1 Phase 2A
Chatham County
Dear Mr. Jackson:
SEP 2 Z M
Raleigh Regional Office
Division personnel have reviewed and approved your permit modification request for Permit No.
WQ0041811. This modification is to change ownership from Chatham Park Investors, LLC to the Town of
Pittsboro, and the Town of Pittsboro is now responsible for the continued operation and maintenance of the
subject wastewater collection extension. Our database has been revised to reflect the ownership change.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
The Permittee shall maintain compliance with its individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0400 and G.S 143-215.96. If you
have any other questions regarding this matter, please contact Kristin Litzenberger at [phone] [email:
[e-mail]].
Sincerely,
I
AD,o'cru.Slgned`� �l kg h
for S. Daniel Smith, Director
Division of Water Resources, NCDEQ
enclosures: Permit No. WQ0041811
cc: Timothy Smith, Vice President, Chatham Park Investors, LLC ([e-mail])
Raleigh Regional Office, Water Quality Regional Operations Section
Municipal Unit Piles (electronic copy)
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mali Service Center I Raleigh, North Carolina 27699 1617
919 707.9000

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Chatham Park Investors, LLC
c/o Tim Smith
100 Weston Estates Way
Cary, NC 27513
NORTH CAROLINA
Environmental Quality
January 14, 2019
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
Arc 'DePt ofE
nvironmenfal Qu�r11,
SEP 2 2 %1122
R$1cigh Regional
ft, ,
On July 16, 2018, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Chatham Park Development service
area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request as well as
additional information received on October 15, 2018, and based on the data submitted and the
Division of Water and Infrastructure (DWI) guidance, the Division hereby approves for use by the
Chatham Park development 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 Chatham Park collection system.
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 be in
compliance with the statues, 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 NPDES Permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connection s
lox North Carolina Department of F.nvlronmental Quality ; Division of Water Resources
_E 512 North Salisbury street 11617 Marl Semcc Center i Ralergh, North Caroll na 77699 1617
°*'+'� 919.707.9000

The granting of this flow reduction does not prohibit the Division from reopening, revolting,
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 Christyn Fertenbaugh, P.E., at [phone], or via email
at Chri_styn.Fertenbaul.hncdenr._gov.
Sincerely,
for Linda Culpepper
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
Cc- Nisha Thuruthy, McKim & Creed (MThurut &rnckimcreed.co.m)
Mille Meyers, Old North State Water Company (mmeyers envirolinkinc.com)
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

NC Dept of [environmental V""
;:WitheFsRavenel SEP 2 2 2022
Our people. Your Success.
55 Grant Drive, Suite iWe;ghRegiOnal C
Pittsboro, North Carolina 27312
t: 919.469.3340 1 f: 919.467.6008
TO: NCDEQ- Division of Water Resources
3800 Barrett Drive
ATTN: Jason Robinson [phone]
Raleigh, NC 27609
Letter of Transmittal
9/22/2022 • : • 02150098.23
• Jason Robinson
Chatham Park Section 5.1 Subdivision West Ph. 2A
NCDEQ Sewer Extension Permit Modification
WE ARE SENDING YOU ❑ Under Separate Cover via
THE FOLLOWING ITEMS ❑ Shop Drawings ® Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Diskette ❑ Other Check #
•
3
DESCRIPTION 41flf1 �..
Record Drawin s - REVISED
3
Cover Letter - REVISED
3
Fast Track Sewer System Extension Application (FTA 04-16) - REVISE&W010 R'6"6'3f W
3
Flow Tracking for Sewer Extension Applications (FTSE 10-18), no revisions
3
USGS Map, no revisions
3
Street Level Map, no revisions
3
Sewer Permit #WQ0041811 MOD
3
Chatham Park Flow Reduction Approval Letter, no revisions
1
$480.00 Application Fee (Check #6601)
TD with PDFs of all submittal documents, REVISED
1
TN ESE ARE TRANSMITTED as checked below-
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑ Other
❑ Resubmit
❑ Submit
❑ Return
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
copies for approval
copies for distribution
corrected prints
REMARKS: Please contact Sue Morris via email at smorris(a)withersravenel.com or via phone at 919-238-0303
with questions and/or comments.
COPY TO: SIGNED: Sue Morris, Project Coordinator
If enclosures are not as noted, kindly notify us at once.