WQ0041811_Application (FTSE)_20200812

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 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Iq (p) be completes) by DWR)
All items must he completed or the analication will be returned
I. APPLICANT INFORMATION
I. Applicant's name: Chatham Park Investors LI t-. (company, municipality, FIOA, utility, etc_)
2. Applicant type. ❑ Individual ❑ Corporation
p ❑General Partnership ❑Privately -Owned Public lJtilily
❑ Federal ❑ Stale/County ❑ MunicipaI ® Other
3 Signature authority's name; Timothy R Smith per 13A_NCAC 021 .01061bj
Tille. Vice President
4. Applicant's mailing address: 105 Weston Estates Way,r+
City; Cary State: NC Zip: 275 f 3 -
a �
5. Applicant's contact information. --
C
Phone number. �) 481-3000 Email Address: rohinOinrestondew.com
N
II. PROJECT INFORMATION: L N o
> cq
1. Project name: Chatham Park -Section 5 1 Subdivision West - Phase 2A r_ u
W CM 94
2 Application/Projecl status- ® Proposed (New Permit) ❑ Exisjing PcrmiVPrgject '
Ifa modification. provide the existing permit number: WQOO and issued date: A
If new construction but part of a master plan, provide the existing permit number. WQ00 0 �
3 County where project is located: Chatham Z
4, Approximate Coordinates (Decimal Degrees): Lalitude: 35.726 Longitude:-79.161
5 Parcel ID (if applicable). 0007386,
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer Nicholas J. Antnlli PF License Number; 38549
firm: Withcr%Ravenel
Mailing address: 115 MacKenan Drive
City: Cary State NC Zip: 27511-
Phone number. L) 489-3340 Email Address; nanlnlltr.withcrsravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. racility Name- Town of PitL%boro WWTP Permit Number. NC0020354
Owner Name Ibwn of Pitlshoro
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
i . Permit Number(s): W 039848 Downstream (Receiving) Sewer Size: 8 inch
S stem Wide Collection System Permit Number(s)( if a licablc : WQC500146
Owner Name(.$)- Down of Piltshoro
row FrA 04-16 Page 1 ol`5

VI. GENERAL REQUIREMENTS
I 11"die Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs [:]No ®N;'A
2. If the Applicant is a Developer of lots to be sold, has a Develo er's Operational Aerecencnt FORM. DFV been attached?
® Yes [:]No ❑NIA
3. If the Applicant is a l lome. Pro erl Owners' Association has an Operational Agreement(FORM: I IOA been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ RetaiI with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool! day care ❑ Medical I dental! veterinary I'acilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
❑ Swimming Poolll=iltcr Backwash
❑ Businesses 1 offices I factories ❑ Nursing f lome ❑ Other (Explain in Attachment)
5. Nalure of wastewater : 100 % Do ncslic!Commcreial ° o Commercial
% Industrial Sce 15A NCAC 02-I' .0103 20 )
-Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14 f ? ® Yes ❑ No
)► If yes, provide a copy of I'low reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (sec 02T.O11;N11)
Daffy Design Flo�v'�'
No. of Units
Flow
Single Family Housing
180 gaNday
42
7,560 GPD
gal'
GPD
gale
GPD
Sa1e
GPD
gale
GPD
gal!
Total
GPD
7,560 GPD
a Sec I SSA NrAC 0?T.:01 Mb1. (&fi-L fl_) anti (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities Iocated near high public use areas;
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(e), design flow rates for establishments not identified [in table 15A NCAC 021'.01 141 shall be
determined using available now data, water using I -inures, occupancy or operation patterns, and other nteasured data,
Wastewater generated by project: 7,5G0 GPD (per 15A NCAC 02'f .0114)
>- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Plow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain),
FORM: I l-A 04-1 C Page 2 of 5

VI1. GRAVITY SEINER DESIGN CRITERIA (IrApplicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
S" 1 070 PVC
Y Section 11 & III of the MDC for Permitting ol`Gravity Sewers contains information related to design criteria
1- Section III contains information related to minimum slopes for gravity sewer(s)
i Oversizing lines to meet minimum slope requirement is not allowed and a violation of the 11IDC
Vill. PUNIP STATION DESIGN CRITERIA (If Applicable) — 02T 10305 & 11IDC (Pump Stations/Force Mains).
COMPLETE FOR EACH PUAIP STATION INCLUDED IN THIS PROJECT
1. 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 ptunp(s): gallons per minute at , feet total dynamic head (TDI-1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
G_ Power reliability in accordance with 15A NCAC 021' .0305(h)(1)
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 021' .0305(h)(1)(B)_
Required f'or all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be pemranent to facility
Or if the pump station has an average daily flow less than 15.000 gallons per day.
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C),
:- h 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 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 timefranics, shall be provided
in the case of multiple station power outage.
FORM. FTA 04-1 C Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with till separations found in I SA NCAC 02T d)305 f & ® Yeti ❑ No
i 15A NCAC 02TA305(t) contains minimum .senaratinns trial shall h.• nroyi.leti t:jr
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 reel
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 1 or
Class Il impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, I-IQW, or SB from normal
high water or tide elevation) and wetlands see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feel
Anv basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feel
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 lect
Final earth grade (vertical)
36 inches
15A NCAC 02T 0305 contains alternatives where separations in 02T-0305(f) cannot be achieved.
i "Stream classifications can be identified using the Division's NC Surface Water Classifications webnaec
If noncompliance with 0210305 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
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
i- As built documents should rererence the location of areas c1Tec:ted
3- Does the project comply with setbacks lound in the river basin rules per 15A NCAC 0213 .0200? ® Yes ❑ No ❑ N: A
i This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ®No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits.:cerlifications)? ® Yes ❑ No
Per 15A NCAC 02'f-0105 c G , directly related environmental permits or certification applications are being prepared, have
been applied tor, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
G. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02'1'.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the server.
❑ Yes ® No ❑ N.-'A
Y If yes, include an attachment with details fareach line, including type (aerial line, size, material, and location).
High priority lines shall he inspected by the permittee or its representative at least once every six -months and inspections
documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM. F'I A 04-1 G Page 4 of 5

DocuSign Envelope ID: 424gC6ED-G579-4C58.84B3-DI313104oB266
X. CERTIFICATIONS:
t. Does the submiucd systcm comply with ISA k!C. AC 02T, the )44i1inimuq I iku C:riic iu for the PqrnigOng gf' Puipp Sta_t_
and Force Mains iLatest ven-itM, and the GrAvity Sewer,Mini unt Design Criteria latest versions aspPp applicable'!
6�
® Yes ❑ No
If No, complete and submit the Variance/Alternalive Design Request application (VADC 10-14) and supporting documents for
review. Appruval or else request is re uiredE prior to submittal of the Fast Track Application -and sunporting documents.
2. Professional Engineer's Certification;
I, Nicholas J. Antrilli, P.E. attest that this application for
(Professional Engineer's name from Application Itcm III, 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 has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Crileria 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Cerlification per 15A NCAC 02T .0106(b);
1, Timothy R. Smith, Vice President attest that this application l'or
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to [lie best of my knowledge. I understand (hat 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 Statures 14J�ZLJ 6A ands 215.6i , 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 $ I0,000 as well as civil penalties up to $25,000 per violation.
Signature'2 -
FORM: F I'A 04-16 Page 5 of5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Wue 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
More than one FTSE pray he required far a single project if the owner of the 07UP is not responsible, for all pttorp
stations along the route of the prvposed ti+wastewarerflow.
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 i#: NC0020354
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
It. Percent of permitted flow used
All flows are in MGD
0.75
0-061
0,5020
0.6390 T
85%
ll. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations Iocated between the project connection point and the WWTP:
(A)
($)
(C)
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Currcnt
Station
Firm Flow"
Current Avg,
Tributary
Flow Plus
(Name or
Capacity,(Firni i pl),
Daily Flow,
Daisy Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity"*
* The Firm Capacity of any pump station Is dermed 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 pealing
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 NN'WTP where the Available Capacity is < U.
Downstream Facility Name (Sewer): Town of Pittsboro WWTP
Downstream Permit Number: {NC0020354
Page I of 6
FTSE 04-16

III. 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 Iisted above in Sections f 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-.
L, Z
sll�Z
Signature
Date
Page 2 of 6
FTS E 04-16

-0 WithersRavenel
' Our People. Your Success.
2q0Depf o"Envirnnrrrenta! Qua . August 07, 2020 Quality
AUK 12 2n2n
Department of Environmental Quality
DivisAttn:Ion of Water Jason Robinson
Ralcigll Rcg�atlal U111Cc
3800 Barrett Drive
Raleigh, NC 27609
RE: Chatham Park - Chatham Park Section 5.1 Subdivision West Phase 2A
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
1,070 LF 8" PVC sewer 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 2A of Subdivision West containing 42 single family homes and townhomes 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:
• 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
.116 4&;
Alicia R. Albin!
Senior 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. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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NORTH CAROLINA
Department of the Secretary of State
�hn
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.
f14 - 1
Scan to veriry online.
Certification# 107991549-1 Referenee# 16443608- Page: I of I Secretary of State
Verify this certificate online at llitps://www.sosne.gov'verifieution

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Dlreavr
Chatham Park Investors, LLC
c/o Tim Smith
100 Weston Estates Way
Cary, NC 27513
NORTH CAROLINA
Envlrarttnentaf Quafity
January 14, 2019
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
ON,
1-2
On July 16, 2018, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate Iflow 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 .011a(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.
Rep,ardless 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 connections .
North Carolina Drnmrnt of Environmental Quality Dlvislan of Water Resources n 512 North SalisburyStreet 11617 Matl Service Center Raleigh, North Carolina 27699-1617
919,707.9000

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 Chrlstyn Fertenbaugh, P.E., at [phone], or via email
at Christ [e-mail].
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 (MThuruthvf�mckimcreed.com)
Mike Meyers, Old North State Water Company (mmkinc.com)
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

1% WithersRavenel
Our People. Your Success
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 2A
NCDEQ Sewer System Extension Permit
❑ Under Separate Cover via
® Prints ❑ Plans y
❑ Change Order ® Diskette
THESE 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
❑ Samples ❑ Specifications
® Other Check
❑ Resubmit
copies for approval
❑ Submit
copies for distribution
❑ Return
corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
KLMAKKS: Please contact Alicia Albini via email at aalbin i withersravenel.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 .113110 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is tier sewer extensions involving gravity sewers, pump stations and fierce mains, or any combination (fiat has been
certified by a professional engineer and the applicant that the project meets tfte requirements of 15A NCAC 02'I and the Division's
Minimum Design Criteria and that plans, specifications and supporting; documents have been prepared in accordance with,IM
NCAC 02T, 15A NCAC 02T .11300. Division policies and good envincering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division_
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A LiC ( 3
Projects not eligible for review via the fast tack process (must be submitted for full technical review): nvirOnfiental Quality
Projects that require an environmental assessment in accordance with 15A NCAC IC .01W AIN,
Projects that do not meet any part of the minimum design criteria (MDC) document; %2Q
Projects that involve a variance from the requirements of 15A NCAC 2T;
Pressure sewer systems utilizing septic tank -effluent pumps (S'rEPs) or simplex grinder pumps; Raleigh Re ,
��ana1
STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); O� Ace i Vacuum sewer systems
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
arc submitted. Adherence to these instructions and checking (lye provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application_ Unless otherwise holed, the 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 (ype, number of homes served, flow allocation required, etc.
Ir If necessary for charity, include attachments to the application form-
C. Application Fee (Ail New and Major Modification Application Packages):
® Submit a check or money order in (lie amount of $480.00 dated within 90 days of application submittal.
P" 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 [lie 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
the North Carolina Secretary of State,
❑ If the Applicant Type in Ilem 1.2 is a partnership or dlb/a, enclose a copy of the certificate Filed with the Register of
Deeds in the county of business.
® The Project Name in Item II,1 shall be consistent with the project name on the flow acceptance letters, 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 Engineer-
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T ,01(16(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T. 0 106(b).
INSTRUCTIONS FOR FORM. FTA 04- I6 &c SUPPORT MG DOC( IMENTATION Page 1 ot'3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the 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 the application dale.
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 [-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 (if known) for the receiving sewer
® Include a street level map (atrial) 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 the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305 h I , submit documentation of power reliability for pumping stations.
1�- This alternative is only available for average daily flows less than 15,000 gallons per day
II shall be demonstrated to (lie 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 the applicant (see 15A NCAC 02T .0106(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 Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .01 15 a I provide the Certificate of Public Convenience and Necessity from die North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold lie 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 statin- 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 be sold):
* Home/Properly Owners' Associations
❑ Per 15A NCAC 02T .01 lam, submit the properly executed Operational A �rremcnl FORM; HOA .
❑ Per 15A NCAC 02T .0I 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws-
* Developers of lots to be sold
® Per 15A NCAC 02T .01 I5(b), submit the properly executed Operational Agreement FORM: DEV
For more information. visit the Divisions collection silslenis 1yebsite
INSTRUCTIONS FOR FORM: FTA 04-1 G & SUPPORTING DOCUMENTATION Page 2 of;

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 Re tonal Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson_ Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Realonal Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
_Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan
[phone]
Stanly, Union
[phone] Fax
Raleigh Re Tonal Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
_Water Duality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones. Lenoir, Martin, Parn"Cor 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 271D5
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: ITA 04-16 & SUPPORTING DOCUMENTATION 11agc 3 of 3

W(4UDL11611
Robinson, Jason Tkse E4
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
■ '1xternal:email. Do not clicl -Iinks or open-tftaahments unless you verify,. Send all suspicious email.as an,atta men
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 Mydrostructures 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. I
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
WithersRavenel
:,
jj Grant Drive, Suite ❑ I Pittshoro. NC 27312
Office: 9 19.469.3340 1 Direct: 919.535.5ISO
Mobile: [phone]
roldhamGmithcrsravenel.com
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, 1 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
MC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
Email correspondence to and from this address may be subject to the North Carolina Public Records Law 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: 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"
P 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: Oldham, Robbie[mailto:[e-mail]
Sent: Monday, September 21, 202011:24 AM
To: Robinson, Jason <[e-mail]>
Subject: [External] RE: RE: Chatham Park Section 5.1 West Sewer Ext Applications - Additional Info Request
• nernat er6all: Do not,vlialt,links or. open: atta iments'unless you verify. Send aRsuspfaious email4s an.attad me 'to
:reo�rt.saam.r�c,ko+r
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 <[e-mail]>; [e-mail]; Antrilli, Nick
<[e-mail]>
Cc: [e-mail]; Albini, Alicia <[e-mail]>; [e-mail]; Cashion, Ted
<ted.cashion ncdenr. ov>; Fertenbaugh, Christyn L <christvn.fertenbaugh(a)ncdenr.eov>; 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 USE 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 WithersRavenel
;j Grant Drive. Suite U hilahuro. \(- ?-il _
Oitice 919.4n9,11'44i Diro-t 4[y j;; iIfir)
N I obile. 1)11).'1);.0 ;();
roldham cr withersrtvenel eom
i
CONFIDENTIALITI' A`D `O�DISC[ OSt'RE
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) 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 Vi.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 all be three bedroom (180 GPD) (item VI.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 IV.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 1. a of the FTSE states that the flow is going to Pittsboro, and Mr. Potent 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 USE forms for all three phases that have been initialed and dated by Mr. Poteat.

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. There are no pump stations between these
projects and the Town WWTP. As noted above, the existing gravity line serving this area flows south and west
to the WWTP.
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, September 8, 2020 4:11 PM
To: robin(@prestondev.com Antrilli, Nick <[e-mail]>
Cc: ' oteat ittsboronc. ov Oldham, Robbie <[e-mail]>; Albini, Alicia
<aalbini withersravenel.com>; [e-mail]; Cashion, Ted <[e-mail]>; 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. 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): ,
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)
2. It was our understanding that we will initially issue this permit to Chatham Park Investors 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).
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 if states that the flow for this request is "0", 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 Updates"
E-mail correspondence to and from this address may be subject to the North Caralrna Publ c Records La:v 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: Tuesday, August 11, 2020 1:27 PM
To: Albini, Alicia <[e-mail]>; Cashion, Ted <[e-mail]>
Cc: [e-mail]; Oldham, Robbie <[e-mail]>
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—
E-mail correspondence to and from this address may b�, subject to the North Carolina Public Records La,,-1 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: Albini, Alicia[mailto:[e-mail]]
Sent: Tuesday, August 11, 202012:15 PM
To: Robinson, Jason <'ason.t.robinson ncdenr, ov>; Cashion, Ted <[e-mail]>
Cc: i.poteat _ ittsboronc.gov; Oldham, Robbie <ROldham withersravenel.com>
Subject: FW: [External] RE: Chatham Park Section 5.1 Sewer Ext Applications - Additional Info Request
`�Externs! ere,ail. Da not cnot click links yr oopen attachments unless you verify. Send all! suspicious email as an attachment to
L�2- art'4�amf CncT_^_eoy
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-s400a4e3e5l544119
Thank You,
Alicia Albini
Withers RaveneI
# r 11
55 Grant Dri+e, Suitc D I Pittsboro. NC 27312
Office: 919.469.334n I Dirccr 9I O.23 S.035-4
aalhinir withersravendxotn
rl f -t
CONFIDENTIA ITY AND NONDISCLOSURE
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, July 14, 2020 5:57 PM
To: [e-mail]; [e-mail]; Bryan Blake <BBlake mckimcreed.com>; John
Poteat <[e-mail]>; [e-mail]; jnass@nittsboronc.r;ov
Cc: Cashion, Ted <ted.cashion@ncdenr.g_ov>; Vinson, Scott <[e-mail]>; Manuel, Vanessa
<[e-mail]>; Deck, Erin M <erin.deck(@ncdenr.eov>; Poupart, Jeff <jeff.Pour)[e-mail]>;
Montebello, Michael J <[e-mail]>; Fertenbaugh, Christyn L
<christen.fertenbaul;[e-mail]>
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 flour redum.on shr-111 r.al apply to sevver extension applications and/or permits for any
oche- pub Ic or private organizations whose wastewater flows are or mrght 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 2B
• WQ0041807— Chatham Park — Section 5.1 Subdivision North - Phases 4A & 4B (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
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 fron+ this address may be subject to the North Carolina Public Records Low and may be disclosed to
thrrd 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.