WQ0041721_Application (FTSE)_20200812

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
1SA NCAC 412T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water ResourcesFTA 114-16 & SUPPORTING DOCUMENTATION
Application Number. �Y �v ��%� [to be completed by DWR)
All items must he completed or the application will he returned
1. APPLICANT INFORMATION -
I Applicant's name: Chatham Park Investor~ LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑Privately-Owned Public Utility
❑ Federal ❑ StatLtCounty ❑ Municipal ® Other
3. Signature authority's name: Timothy R Smith per I. 5A NCAAC 021 .01 L6Li
'I'itic; Vice President
4. Applicant's mailing address. 105Wcston Estates Wav
City: Car State: NC Zip- 27513-
5. Applicant's contact information:
Phone number: �7( 19) 481-3000 L mail Address. robin(aprestondev.com
It. PROJECT INFORMATION:
� u
I. Project name. Ch lham Park -Section 5.1 Subdivision West - Phase 1 0' U
1 2. Application/Project status: ® Proposed (New Pennil) ❑ Ixisting Permil/Prcjw e 4 O
II"a modification, provide the existing permit number: WQ00 and issued date: N
1r
If new construction but part of a master plan, provide the existing permit number. WQOO N • o
•� CA
3. County where project is located. Chatham
4_ Approximate Coordinates (Decimal Degrees): Latitude: 35.73G Longitude--79.1614 C4
5 ParceI ID (if applicable). 0007386, .v
Q (or Parcel ID to closest downstream CU sewer) Z A4
111. CONSULTANT INFORMATION:
I. Professional Engineer: Nicholas J. Antrilli PE License Number- 38549'
Firm; WithersRavenel
Mailing address- 115 MacKenan Drive
City: Cm State: NC Zip 27511-
Phone number: `19) 469-3340 Email Address. nantrillirwithersravenel.com
IV- WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: 'I own of Pittsboro WWTP Permit Number: N00020354
Owner Name. Town of Pittsboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): W 039848 Downstream (Receiving) Sewer Size. 8 inch
System Wide Collection System Permit Number(s) fil'annhcable): WQCS00146
Owner Name(s): Town of Pittsboro
FORM I`fA 04-I6 Page I of'5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Ncccssity been attached?
[:]Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's O crational Agreement FORM. DF V been atlaclied?
® Yes ❑No ❑NIA
3. II'the Applicant is a I lomc,'Pronerl Owners' Association has an O erttional A ureement (FORM: IIOA) been attached'?
❑ Yes ❑No ®NeA
4. Origin of wastewater (check all that apply)
® Residential Owned ❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service
❑ Hotel and/or Motels
❑ School I preschool I day care ❑ Medical / denial I veterinary facilities
❑ rood
❑ Swimming Pool !Clubhouse
and drink facilities ❑ churclt
❑ Businesses 1
❑ Swimming Pool/Filter Backwash
offices I factories ❑ Nursing 1 tome
❑ Other (Explain in Attachment)
5. Nuturc ol'watitewaler ; I00 % DomesticlCommcrcial % Commercial
% Industrial (5 •c N ' C (12 .I1t03 �O
�Is there a Pretreatment Program in eflcct'.,
❑ Yes ❑ No
6, Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ® Yes
❑ No
If ves, Provide a co of Ilow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 112T.0I14 f� Daily Design Flow'•'
No. of Units Flow
Single Family I lousing 180 gal/day
57 10.260 GPD
gal.:
GPD
gal'
GPD
gall
GPD
gaI�
GPD
gal'
GPD
1
Tula! 10,260 GPD
a See 15A NgAC, 02 f 1.1 h i I an for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling, proposed unknown non-residential development usL%, 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 establisliments not identified (in table 15A NCAC 02T,0f 14 shall be
determined using available flow data, water using fixtures, occupancy or operation pattems, and other measured data.
Ii_ Wastewater generated by project: 10.260 GPD (per 15A NCAC 02T ,01 14)
Y Do not include future flows or previously permitted allocations
Ifpermitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Fxplain)-.
rORM. FTA 04-16 Page 2 o1'5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -112T .11305 & 11IDC(Gravity Sewers):
1, Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
R"
2,507'
PVC
g"
613
DIP
t 20
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes fiir gravity scwer(s)
:- Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T -0305 & NIDC(Pump Stations/Force [Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4 Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to he permitted (fur this Pump Station):
Size (inches) Length (feet) Material
G Power reliability in accordance with 15A NCAC 02-1" .0305(h)(1)
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 027' ,0305(h)(1)(13):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i Must be permanent to lacility
Or if the pump station has am average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02'r
,0305(h)(1)(C)
or
❑ Portable pumping, unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (drill agreement)
and is compatible with the station.
I l' 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
in the case of a multiple station power outage.
FORM: f'I"A 04-I6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (112B .0200 & I5A NCAC 02T .030-5(i)):
I_ Does the project comply with all separations found in 15A NCAC 021' .0305(I) & (g. ® Yes ❑ No
I5A NCAC 02'r_0305(o) contains alternatives where separations in 02"1".0305(t) cannot be achieved.
"Stream classifications can he identified using the Division's NC Surface Water Classifications web a e
J► If noncompliance with 02T.0.305 I or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N-A
i See the Division's draft separation requirements for situations where separation cannot be meet
:- No variance is required if the ahemative design criteria specified is utilized in design and construction
%- As built documents should reference the location of areas cITLeted
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC (12I3.01QE ®yts ❑ No ON:
-A
.- This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coven, ge.'authori7ation tinder a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
;­ Information can be obtained li'om the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02TA 105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.01,05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied liar, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwaler management plans, etc.).
f_ Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subjecl to erosion that undermines or deteriorates the sewer_
❑ Yes ® No ❑ N A
i Il'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 permitee's individual System -Wide Collection permit.
FORM. f-TA 04-1 G Page 4 of 5

Docuftn Envelope 10.4249C6E0-0579-4C5B•84B3•0131310408266
X. CERTIFIC'A11ONS:
I. Does lite submitled system comply with l_fiiC. AC OZT, Ills #in�rnurn Design C itcrin fur the Pc rill n 5uticw4
and POPLc Mairts jk!ctit-ve!N
.jga and the Gravity Sewer Mi i mum Uc}i C' c in Ilatest version) as applicable-!
® Yes ❑ No
If No, complete and submit the Varlance.'Altcmalive Design Request application (VADC 10-14) and supporting doctments for
review. Approval orthe re uc%l i% required prior to %uhnlittal orthe luwI'rnck A liention and supnorling documents.
2. Professional Engineer's Certifil' 6011:
Nicholas J. Antrilli, P.E. attest that this applicatiu;l for
(Professional Engineer's nolne from Application Item 111 I.)
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 Iles been prepared in accordance with lite applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Truck Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these matcria-s under my signature and seal signifies That I have reviewed lhis material and
have judged it to he consistent will) tile proposed design-
NOTI, - In accordance with General Statute% 143-215.6A and 143-215.613, tiny person who knowingly makes any tihlse
statement, rcpreseniat;on, or certification in any application package shall be guilty of it Class 2 misdemeanor, whical may
include a fine not to exceed S10.000, its well as civil penalties up to $25.000 per violation.
North Carolina Professional Engineer's seal, signalure, and date: . `1� CA O' .
.,Y . 69 ....... 0,� _•I
�:• FESS• � 1p .'y
• aV� qr
6.
3. Applicant's Certification per 15A NCACO21-,010(i b): 8177ra20'
I. Tim
thY R. Smith, Vice President _
Sattest that this application for
(Signature Authority's I1a111c & title -from Application Item 1,3-)
his been reviewed by roc and is accurate and complete to the bc+t of my knowledge. I understund 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 suhjecl to being returned as incnmploic I understand that any discharge of wastewater from this non-
dischargc system to surface waters or the land wi;l result in an hmmediatc enforcement action that may include civil penalties,
injunctive relief, and!or criminal prosecution. I will make no claim ugarn%t the Division of Water Resources should a condition
of this permit be violntcd. I also understand that if all required parts of this application package are not completed and that if'
all required supporting ulforinut:on and utlachincnts are nut included, tills application package will be returned to tile its
incomplete.
NOTE - In accordance with Gencral Stukltes 143=2 J � and I41.a , tiny person who knowingly makes nny false
statement, representation, or certification in any application package shall be guilty ofit Class 2 misdemeanor, which may
include a line: not to exceed SID,000 as well as6vil penalties up to $25.000 per violation,
Signature: �r! - Ibalc Lt'/
FORM- FTA 04-I6 page 5 0f 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
of Water Resourr Flow Tracl:inWAcceptance 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 1
More than one FTSE ma-v he required fora single project if the owner of the Wfl'TP is not responsible for all pump
stations along the route of the proposed wastesvaterJlow.
1. 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 Pr: NCO020354
A11 Tows are in AfGD
c. WWTP facility's permitted flow 0. 5
d. Estimated obligated flow not yet tributary to the WWTP 0.1361
e. WWTP facility's actual avg. flow 0.5029 1 '
f. Total flow for this specific request 0.6 1 o2 pt1 �S
g. Total actual and obligated flows to the facility 0.6390
h. Percent of permitted flow used 85%
II. Complete this section for each pump station you arc 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 Daily Approx, Not Yet Total Current
Station Firm Flow" Current Avg. Tributary Flow Plus
(Name or Capacity, • (Firm l pf), Daisy Flow, Daily Flow, Obligated Available
Number) MGD h1Gd MGD MGD Flow Capacity***
*The Firm Capacity 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 (pi) 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 I of 6
FTSE 04-16

ill. Certification Statement.
I John Poteat 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 ail
attached planning assessment addendums for which I am the responsible party. Signature of this
form this .I.StyI nwr now
Si,�t:1: u r�rl Signature - — - Date T
Page 2 of 6
TTSE 04- l6

4■ WithersRavenel
1. Our People. Your Success.
August 7, 2020
Department of Environmental Quality
Division of Water Resources
Attn: Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Chatham Park - Chatham Park Section 5.1 Subdivision West Phase 1
Sewer System Extension Permit
Dear Mr. Robinson,
On behalf of Chatham Park Investors LLC, please find the attached documentation in support of a Fast Track
Application (FTA 04-16) for the referenced project. As noted in the application, this project will consist of
2,507 LF 8" PVC and 613 LF 8" DIP of sewer located north of Thompson Street and will connect to sewer
being constructed under separate cover, (WQ0039848). The proposed sanity sewer lines will serve 57 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 10,260 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. 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:
• Fast Track Sewer System Extension Application (FTA 04-16)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 04-16)
• Certificate of Existence, Secretary of State
• Developer's Operational Agreement
• USGS Map
• Street Level Map
• Chatham Park Flow Rate Reduction Approval
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0354 or [e-mail].
Sincerely
WithersRavenel
�4 ,24&;tel:
Alicia R. Albin!
Senior Project Manager
115 MacKenan Drive I Cary. NC 27511
t: 919.469,3340 I f: 919.467.6008 I www.withersravenel,com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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ROY COOPER
Governor
MICHAEL S. REGAN
secretory
LNDA CULPEPPER
DUrcmr
Chatham Park Investors, LLC
c/o Tim Smith
100 Weston Estates Way
Cary, NC 27513
NORTH CAROLINA
Environmental Quality
January 14, 2014 uality
NC Dept of Cnvironmerital Q
WIG 12 2020
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
g�lcii;la Rc�iaii`tl off" cc
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).
QNc>rthC&rollnoDepartmrntofEnvirunmenta[Quahty� _ Division of Watcr Pesuurces
eo*eDE�'}�/g 512 North Safishury Street 1 1617 Mail Service Center Raleigh, North Carolina 27699 1617

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 Christyn Fertenbaugh, P.E., at [phone], or via email
at Lnristvn.Fertenbaujqh ncdenr.izov.
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 h mckimcreed. com)
Mike Meyers, Old North State Water Company (mmeyersenvirolinkinc.com)
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

°== NORTH CAROLINA
�t Department of the Secretary of State
rY
CERTIFICATE OF EXISTENCE
(Limited Liability Company)
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby
certify that
CHATHAM PARK INVESTORS LLC
is a limited liability company duly formed, and existing under the laws of the State
of North Carolina, having been formed on 2nd day of December, 2004
I FURTHER certify that, as of the date of this certificate, (i) the said limited
liability company is not dissolved under the terms of its articles of organization, (ii) the
said limited liability company's articles of organization are not suspended for failure to
comply with the Revenue Act of the State of North Carolina, (iii) that said limited
liability company is not administratively dissolved for failure to comply with the
provisions of the North Carolina Limited Liability Company Act, (iv) that this office has
not filed any decree of judicial dissolution, articles of dissolution, articles of merger, or
articles of conversion for said limited liability company.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 7th day of August, 2020.
Certilicalion# 107991549-1 Reference# 16443608- Page I of 1 Secretary of State
Verify This cerliticale online al hllps:- www.sosnc.gov'verification

1 WirhersRavenel
Ow People Your 5uccess
55 Grant Drive, Suite D
Pittsboro, North Carolina 27312
t: 919.469.3340 1 f. 919.467.6008
TO: NCDEQ- Division of Water Resources
3800 Barrett Drive, MAIL 1628 Mail Service Center
Attention: Jason Robinson [phone]
Raleigh, NC 27609
WE ARE SENDING YOU
THE FOLLOWING ITEMS ❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
8/11/20
• :
150098.23
Jason Robinson
Chatham Park - West Phase 1
NCDEQ Sewer System Extension Permit
❑ Under Separate Cover via
® Prints ❑ Plans
❑ Change Order ® Diskette
❑ Samples ❑ Specifications
® Other Check
Cover Letter
713
8/11/20
(1)
8/11/20
(2)
$480.00 Application Fee Submitted Previous)
3
3
8/11/20
8/11/20
(3)
(4)
Fast Track Sewer System Extension Application (FTA 04-16)
Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 04-16)
3
8/11/20
(5)
Chatham Park Flow Rate Reduction Approval
3
8/11/20
(6)
USGS Mae NC Dept of Environmental Quality
3
8/11/20
(7)
Street Level Ma
3
8/11/20
(8)
Certificate of Existence from Secretary of State AUG 12 LUCU
3
8/11/20
(9)
Developer's Operational Agreement
a -
CD with submittal files (PDF)
1 `
8/11/20 1
(10)
THESE ARE TRANSMITTED as checkad below-
0
For approval
❑ Approved as submitted
❑ For your use
❑ Approved as noted
❑ As requested
❑ Returned for corrections
❑ For review and comment
❑ Other
❑ Resubmit
copies for approval
❑ Submit
copies for distribution
❑ Return
corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Please contact Alicia Albini via email at aalbini withersraygRRI.com or via phone at 919-238-0354 with
questions and/or comments.
COPY TO: SIGNED:
If enclosures are not as noted, kindly notify us at once.

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
I'lus application is I -or sewer extensions involving gravity sewers, pump stations and fierce mains, or anti combination that has been
certified by a processional engineer and the applicant that the project meets the requirements ,r 15A NCAC 02 r and the DiviSiOA'S
Minimum Design Cnteria and that plans, specifications and supporting documents have been prepared in accordance with, ]LA
NCAC 02T, 15A NCAC 02T.0300, Division policies and good engineering ractices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0 05(b), design
documents must he prepared prior to submittal of a fast track permit application to the Division. This would include plans, d ..-' y
calculations, and project spceifications referenced in 15A NCAC 021' .0305 and the applicable minimum design critl14ta� ese
documents shall be available upon request by the Division vtirort
Projects that are deemed permitted (do not require a permit from the Division) are explained in ISM Det of V'n
CAC 0210301 2 ZQ�O
Projects not eligible for review via die fast track process (must be submitted for full technical review).
i Projects that require an environmental assessment in accordance with 15A NCAC 1 C .0100, o :- Proiccts that do not meet any part of the minimum design criteria (MDC) document, o �� a�
:- Projects that involve a variance from the requirements of 15A NCAC 2T; 06,Gt'��}LJ�
Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex Fnnder pump.+v'
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Vacuum sewer systems.
General- When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information_ Failure to suhmit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, die Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
:- If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
0 Submit a check or money order in (lie amount of $480.00 dated within 90 days of application submittal.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to die application may be made.
® if the Applicant Type in item 1.2 is a corporation or company, provide documentation it is registered for business with
die North Carolina Secretary of State,
• If time Applicant Type in item 1.2 is a partnership or d/b/a, enclose a copy of [lie certificate filed with the Register of
Deeds in the county of business.
® The Project Name in item 1I.1 shall be consistent with die project name on the flow acceptance Ietters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, scaled and dated by a North
Carolina licensed Professional En ineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an allemate person may be designated as the signing official if a delegation letter is
provided from a person who niee[s the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS I'OR FORM: i"I'A 04-I6 & SUPPORTING DOCUMENTATION Page I of3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from die owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different,
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to tic application date.
low Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
.- Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE_
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
Downstream connection points and permit number or known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like Ilse Division to address during die permit
modification (i.e., permit description, flow allocation, treatment facility, e(c.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305 h 1 , submit documentation of power reliability for pumping stations.
'. This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by die applicant (see 15A NCAC 02T ,0I06(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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 in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Priva(ely-Owned Public Utilities):
❑ Per 15A NCAC 02T .0115 a I provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing; franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to he sold):
❑ Home/Pro ertOwners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreemeni_(FORM: HOA),
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
® Developers of lots to be sold
® Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEW
F'ormore information, vivil the Division's collection gslenis ttebsite
INSTRUCTIONS FOR FORM- FTA 04-16 &c SUPPORTING DOCUMENTATION Page 2 ol'3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Re ional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredeli, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Re tonal Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
(919) 79IA200
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washingtonr North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
_Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of-3

Robinson, Jason
From: Oldham, Robbie <[e-mail]>
Sent: Thursday, September 24, 2020 10:32 AM
To: Robinson, Jason; [e-mail]; [e-mail]
Cc: Cashion, Ted
Subject: [External] RE: RE: RE: Chatham Park Section 5.1 West Sewer Ext Applications -
Additional Info Request
Attachments: Pittsboro Sewer_2015_24x36 rto.pdf; Thompson St Subd Overall Utility Plan rto.pdf,
West Phase 1 Overall Utility Plan rto.pdf
i _External email. Do' nol*n1i&1ini5 or open. attachments unless you verify. Send all stupjctioos email as an, attacktment to.
�etoort,sparntonc- xav
Jason,
This is quick and basic but hopefully provides the information requested and answers your question.
+ The first exhibit is an overall Town sewer distribution map that Hydrostructures prepared for the Town back in
2015. 1 have highlighted the subject gravity lines from our project to the Town's WWTP and added approximate
location of the gravity sewer that was permitted and installed with the Thompson Street Subdivision plans.
wanted to provide a third party exhibit plus this is the only overall sewer map that I have.
The second exhibit is the overall utility plan from the Thompson Street Subdivision construction plans that
provides additional detail. The sewer and infrastructure were installed over the last two years with the sewer
certified and as -built.
+ The last exhibit is the overall utility plan for Subdivision West Phase 1 which of course is what we are trying to
permit now. Phase 2A and 2B are just extensions of this development as shown with the phasing.
Please let me know if you have any questions.
Robbie Oldham, PE, LEED AP
Vice President, Principal Consultant
WithersRavenei
35 Grant Drive. Suite D I Pitt,horo, NC 2731
Office: 919.469.3340 1 Direct: 919.535.51 Si)
;;Mohilc: 919.795.03{Jj
mldhaniGi withersravenel.com
�ini f y►� ►
CONFIDENTIALITY AND NONDISCLOSURE
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, September 23, 2020 4:43 PM
To: Oldham, Robbie <[e-mail]>; [e-mail]; [e-mail]

Cc: Cashion, Ted <[e-mail]>
Subject: RE: RE: RE: Chatham Park Section 5.1 West Sewer Ext Applications - Additional Info Request
HI Robbie, John & Chris
Sorry for this being so drawn -out, but we've got another inquiry based on internal conversations we've had about these
projects:
For all three of the Chatham Park Section 5.1 projects that we currently have applications for, how do they make it to
Pittsboro's plant? From the applications, I see they all list WQ0039848 as the downstream sewer extension, which is the
"Chatham Park -Thompson Street Subdivision" project. I plan to look at that application the next time I'm in the office
(likely tomorrow afternoon) and see if the application states the receiving downstream permit, but I wanted to go ahead
and get the ball rolling on this. Do you know what is downstream of WQ0039848? Does it go to another newly
permitted and constructed line? Or flow into an old line in Pittsboro's existing collection system? We're trying to get a
better understanding of all the different construction going on out there. We've already issued at least 9 Chatham Park
permits, I think some go to Pittsboro's existing system, some may go into new interceptor lines (or be new interceptor
lines), some go to Chatham Park's WWTP, and we're trying to better understand this for each Chatham Park application.
Are you able to provide plans that shows how these 5.1 projects flow to the Pittsboro treatment plant? If not, even a
hand -drawn sketch would be helpful.
Again, apologies for all these hassles.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Robinson, Jason
Sent: Monday, September 21, 2020 4:16 PM
To: Oldham, Robbie <[e-mail]>
Subject: RE: [External] RE: RE: Chatham Park Section 5.1 West Sewer Ext Applications - Additional Info Request
Got it, thanks Robbie. Hopefully we'll get this to you soon, although I'm waiting for the "ok" from our Central Office.

Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
*'Subscribe to Collection System & Sewer Permitting Updates*"
E.mai correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Oldham, Robbie mailto:ROldham withersravenel.com]
Sent: Monday, September 21, 2020 11:24 AM
To: Robinson, Jason <[e-mail]>
Subject: [External] RE: RE: Chatham Park Section 5.1 West Sewer Ext Applications - Additional Info Request
External email[ Do not thick -links or open attachments unless -you -verify fiend all suspicious email. fta36m as an-aint to
e 6A5 mn . y
Hey Jason,
Hope you had a good weekend and able to enjoy this awesome weather. I know we just replied to your comments last
week but wanted to make sure you did not need anything else or call to discuss anything. I will be on vacation next
week and just going through my list. Thanks.
Robbie
From: Oldham, Robbie
Sent: Tuesday, September 15, 2020 3:45 PM
To: Robinson, Jason <iason.t.robinson ncdenr. ov>; [e-mail]: Antrilli, Nick
<nantrilli withersravenel.com>
Cc: [e-mail]: Aibini, Alicia <aalbin} withersravenel.com>; ckennedv@pittsboronc.g_o_v; Cashion, Ted
<ted.cashion@ncdenrgov>; Fertenbaugh, Christyn L<[e-mail]>; Vinson, Scott
<[e-mail]>
Subject: RE: RE: Chatham Park Section 5.1 West Sewer Ext Applications - Additional Info Request
Mr. Robinson,
Thanks for your time and consideration regarding our conversation last Wednesday. Please find below our responses to
your questions which I believe are consistent to our conversation. I have also attached the updated FTSE forms for all
three phases that have been initialed and dated by Mr. Poteat today. Please let us know if you need any additional
information.

Robbie Oldham, PE, LEED AP
Vice President, Principal Consultant WithersRavenei
;; Grant Drne, 5uuc D Nitshoro, V 2-; I_'
Of i,e: 9l'1.-W) 3141) Direct 919 5,34; 51 �o
Mohile 9t')71) 0,0
roldham tr %vithersravenel.com
71_T_1W_
CONFIDENTIALITY AND NONDISCI OSURE
1. These applications state that the downstream sewer and the downstream facility that will receive and treat the
wastewater is Pittsboro's. We know that Pittsboro has plans to eventually decommission their plant and send
their wastewater to Sanford. Therefore, will the flow from these Chatham Park projects eventually go to
Sanford's treatment plant? (item V.1) That is correct, the flow from these three phases will be tributary to the
Town's WWTP via existing gravity sewer that flows south and west of the project. This flow will eventually go to
Sanford's WWTP once the Town's WWTP flow is redirected.
It was our understanding that we will initially issue this permit to Chatham Park Investor's LLC, but after
construction and certification, it will be transferred to the Town of Pittsboro. However, a Developer's Agreement
was included in the resubmittols that essentially states that the project will be transferred to the "Chatham Park
Residential Association, Inc. ". Please confirm who the project will be transferred to upon completion and
certification of the project. (Item V1.2 and DOA included in the app) Per our conversation last Wednesday, it is
Chatham Park's intent that the permit and collection system will be transferred to the Town of Pittsboro. It is
my understanding that the Town is in agreement as well but will let Mr. Kennedy and Mr. Poteat advise if
necessary. However, in order to provide a complete application we included a signed Developer's Operational
Agreement which is required with this type of application. The Developer's Operational Agreement lists
Chatham Park Residential Association, Inc. as the corporation that would handle the operations of the Disposal
System but again, the intent is that the permit and collection system will be transferred to the Town of Pittsboro
with no need for the Agreement to be executed. It is our thought that the Developer's Operational Agreement
remains on file and only used if necessary.
3. Please confirm that the homes will al/ be three bedroom (180 GPD) (item V1.7). Per our noted conversation, we
confirmed that the residential units will be an average of three bedrooms.
4. Please confirm that there are no aerial crossing, no contact of surface waters, and no lines on streambanks that
are subject to erosion (Item 1V.6). There are no aerial crossings, no contact of surface waters, and no lines on
streambanks that are subject to erosion.
The flow-tracking/acceptance form (FTSE) serves as an approval that the receiving treatment facility is willing to
accept the wastewater. Item La of the FTSE states that the flow is going to Pittsboro, and Mr. Poteat of
Pittsboro signed the form. However, Item 1f states that the flow for this request is "0 , even though Item VI.7 of
the applications shows flow from new houses. The flow -tracking sheets for all the "West" projects need to be
updated to reflect the flow request for each project, and signed by Pittsboro staff Please find attached the
updated FTSE forms for all three phases that have been initialed and dated by Mr. Poteat.

Item 11 of the FTSE does not show any downstream pump stations. Please confirm there are no pump stations
between these Chatham Park projects and the Pittsboro WWTP. There are no pump stations between these
projects and the Town WWTP. As noted above, the existing gravity lineserving this area flows south and west
to the WWTP.
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, September 8, 2020 4:11 PM
To: robin @orestondev.com; Antrilli, Nick <nantrilli withersravenel.com>
Cc: ipoteat @pittsboronc.eov; Oldham, Robbie <[e-mail]>; Albini, Alicia
<[e-mail]>; [e-mail]; Cashion, Ted <[e-mail]>; Fertenbaugh,
Christyn L <christvn.fertenbau [e-mail]>; Vinson, Scott <[e-mail]>
Subject: RE:RE: Chatham Park Section 5.1 West Sewer Ext Applications - Additional Info Request
Mr. Timothy Smith & Mr. Antrilli,
We have begun review of the resubmitted applications (3 of them) and have some questions (an email address for Mr.
Smith was not provided on the applications):
I. These applications state that the downstream sewer and the downstream facility that will receive and treat the
wastewater is Pittsboro's. We know that Pittsboro has plans to eventually decommission their plant and send
their wastewater to Sanford. Therefore, will the flow from these Chatham Park projects eventually go to
Sanford's treatment plant? (Item V.1)
2. It was our understanding that we will initially issue this permit to Chatham Park investor's LLC, but after
construction and certification, it will be transferred to the Town of Pittsboro. However, a Developer's
Agreement was included in the resubmittals that essentially states that the project will be transferred to the
"Chatham Park Residential Association, Inc.". Please confirm who the project will be transferred to upon
completion and certification of the project. (Item V1.2 and DOA included in the app)
3. Please confirm that the homes will all be three bedroom (180 GPD) (Item V1.7).
4. Please confirm that there are no aerial crossing, no contact of surface waters, and no lines on streambanks that
are subject to erosion (Item IV.6).
5. The flow-tracking/acceptance form (FTSE) serves as an approval that the receiving treatment facility is willing to
accept the wastewater. Item La of the FTSE states that the flow is going to Pittsboro, and Mr. Poteat of
Pittsboro signed the form. However, Item 1f states that the flow for this request is T", even though Item V1.7 of
the applications shows flow from new houses. The flow -tracking sheets for all the "West" projects need to be
updated to reflect the flow request for each project, and signed by Pittsboro staff
6. Item II of the FTSE does not show any downstream pump stations. Please confirm there are no pump stations
between these Chatham Park projects and the Pittsboro WWTP.
Thanks,
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200

—Subscribe to Collection System & Sewer Permitting U dates'+
E mail ccrrespondpnce to and frog; this address maybe sub ect to the North Corol,na Publrc Records Loaf and maybe disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Robinson, Jason
Sent: Tuesday, August 11, 20201:27 PM
To: Albini, Alicia <aalbini _withersrayeneI.com>; Cashion, Ted <ted.cashion ncdenr. ov>
Cc: ' oteat ittsboronc. ov; Oldham, Robbie <ROldham withersravenel.com>
Subject: RE: [External] RE: Chatham Park Section 5.1 Sewer Ext Applications - Additional Info Request
Thanks Alicia.
------------
Jason T. Robinson, P,E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
—Subscribe to Collection System & Sewer Permitting Updates"
Email correspondence to and from th s address maybe subject to the North Corohna Public Records Latin and maybe disclosed to
third parties
Based on the current guidance to minimize the spread of COV1D-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Albini, Alicia mailto:aalbini withersravenel.com]
Sent: Tuesday, August 11, 2020 12:15 PM
To: Robinson, Jason <[e-mail]>; Cashion, Ted <[e-mail]>
Cc: ' oteat ittsboronc. ov; Oldham, Robbie <[e-mail]>
Subject: FW: [External] RE: Chatham Park Section 5.1 Sewer Ext Applications - Additional Info Request
M1-
rDo;not, tic ginks;o open,attachi ents unles's you verify. Send all suspicious email" s:an.at achment:ta
.
Jason,

Based on the below email from July 141h and discussions with the Town of Pittsboro, please see Sewer Revised Permit
Extension Application Packages and supporting documentation for Subdivision West Ph 1, 2A, and 2B in the Sharefile
Link below. The Applications have been revised to show Chatham Park Investors LLC as Applicant. Formal submittals
will be sent via Fedex as well for your records. Please do not hesitate to contact me with any questions.
https://withersray.sharefile.com/d-s400a4e3eSl544119
Thank You,
Alicia Albini
WithersRavenel
r 'r i.cu
55 Grant Dritc, Suite D I Pittnhtmru. NC??,Q
Olticc:919.469.3340 1 Direct:919,?3.S.035-1
aalhini ri,withersravenel.coin
CONFIDENTIALITY AND NONDISCLOSURE
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, July 14, 2020 5:57 PM
To: [e-mail]; ahamilton(@withersravenel.com Bryan Blake <[e-mail]>; John
Poteat <' oteat ittsboronc. ov>; rmorgan@pittsboronc.g-ov; [e-mail]
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Vinson, Scott <[e-mail]>; Manuel, Vanessa
<vanessa.manuel(@ncdenr. ov>; Deck, Erin M <[e-mail]>; Poupart, Jeff <[e-mail]>;
Montebello, Michael J <[e-mail]>; Fertenbaugh, Christyn L
<christ n.fertenbau h ncdenr. ov>
Subject: Chatham Park Section 5.1 Sewer Ext Applications - Additional Info Request
Importance; High
Pittsboro Staff,
We have received multiple applications from the Town of Pittsboro that propose to use a flow reduction that was
approved by DWR for Chatham Park Investors, LLC. Chatham Park Investors, LLC was granted a flow reduction in a letter
dated January 14, 2019 (attached). As stated in the letter, this flow reduction cannot be used by the Town of Pittsboro,
and therefore the application cannot be processed as submitted (see excerpt from letter below).
• This flo . reduction shall rot apply to SP.wer Extension applications and/or oermits for an
yother pubic or private organizations whose ura::eviater flows are or might become
tributary to Chatham Park collection system.

The applications that the DWR Raleigh Regional Office has received from Pittsboro that propose to use the approved
flow reduction are the following:
• WQ0041721— Chatham Park — Section 5.1 Subdivision West — Phase 1
• WQ0041811 —Chatham Park —Section 5.1 Subdivision West —Phase 2A
• WQ0041812 -Chatham Park —Section 5.1 Subdivision West— Phase 213
• W00041807— Chatham Park — Section 5.1 Subdivision North - Phases 4A & 48 (application states zero flow,
requests "authorization to construct", says permit mod will be submitted with flow after construction is
complete and the project is certified)
To resolve the issues with these applications, one of the following will need to be done:
1. The applications can be revised using the design flows from 15A NCAC 02T .0114(b).
2. The Town of Pittsboro can apply for a Flow Reduction for single-family residential development that occurs in
the Chatham Park Development Area (this would need to be defined). This will require the submittal of
updated, recent data in accordance with 15A NCAC 02T.0114(f) as the data utilized for the previous reduction
issued to Chatham Park Investors is now approximately two years out of date.
3. The applications can be revised to show Chatham Park Investors, LLC as the applicant/owner. Once the project
is constructed and certified, Pittsboro can request that the permit is transferred into their name. Upon approval
of the transfer by DWR, Pittsboro will become the owner of the permit/project.
In addition, it's my understanding that Chatham Park Investors has recently submitted a request for a flow reduction for
multi -family residences as well. As submitted, that request will likely have the same issues. If it is granted as submitted,
only sewer extension applications for multi -family residences submitted by Chatham Park Investors, LLC would be able
to utilize any approved flow reduction.
A response from Pittsboro that resolves this issue is considered required in order to proceed with the review of the
applications and issuance of permits. The response should also address the multi -family flow reduction request recently
submitted by Chatham Park Investors, LLC. If a complete response is not received within 30 days from the date of this
email (7/14), all of the listed applications and supporting documents will be returned to you in accordance with 15A
NCAC 02T.0107(e)(2).
If you have any questions, please let us know.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office 7*
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System_& Sewer Permitting Updates"
E mail correspondence to and from this address may be subject to the North Carolina Public Records Love and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.