WQ0042573_Application (FTSE)_20210528

Docuftn Envelope ID: 38E9075D-42DE4(iCE-8878-780SF8674CB1
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Z S to be completed by 1]WR)
All Items must be completedvirhea licatioo will be returald
I. APPLICANT INFORMATION:
1. Applicant's name: Chatham Park Investors LLC (company, municipality, HOA, utility, etc.)
2. AppIicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: Tim Smith per 15A N AC 02T .0!
Title: Vice President
4. Applicant's mailing address 105 Weston Estates Way
City: CAI' State: NC Zip: 27513
5. Applicant's contact information:
Phone number 919-481-3000 x5 Email Address: robin(rDprestondev.com n
b
H. PROJECT INFORMATIGN:
l . Project name: Chglbam Par -Section 5.1 aMbdivision North Phases 613 thru 6C
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pcrmit/Project
If a modification, provide the tristing permit number: WQ00 and issued date: .
If new construction but part of a :Waster plan, provide the existing permit number: WQ00
3. County where project is located: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,731"Longitude:-79.151'
5. Parcel ID (if applicable): 7250 86970
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Nicholas J. Antrilli. PE
License Number: 21549
Firm: WithcrsRavenel
Mailing address: 115 MacKenan Drive
City: CM State: NC Zip: 27511-_
Phone number: 919 238-0362 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (R'WTF) INFORMATION:
1. Facility Name: Town of Pittsboro WWTP Permit Number NCO020354
Owner Name' Town of Pittsboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s) W00041 ?21 and Downstream (Receiving) Sewer Size: 8 inch
W00041455
System Wide CollrRYqq Systcm Pffmit Numberis) if alicsblcl: WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 04-16 Page 1 of 5

DocuSlgn Envelope ID: 38E9D75D-42DE-46CE-887B-7805F8674CB1
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a 17r�elopEr's rations! Areemcns (FORM: ill y been attached?
® Yes []No ❑NIA
3. If the Applicant is a HumOropFly Owners' Association. hag an gyrational A e ken QEhJLHQ& been attached?
❑ Yes ❑No ®N/A
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 / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial _ % Commercial
_ % Industrial (,sec-t SA. NCAC 42T-0103f2t}
1Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A N CAC 02T .0114(I)? ®Yes ❑ No
D If Yes, Provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114Ift) Daily Design Flow' b �No. of Un1ta Flow
Single Family Housing
180 gaVday (3 BR) 77 13,860 GPD I
gall -- - — GPD
gau GPD
gaV GPD
gall GPD
gah' GPD
Total 13,860 GPD
See 15A.NCAC 02T,01 ] 4(b), d ( and ��) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G-S. 42A �-4).
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ] 5 A NCAC 02T,0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project 13,860 GPD ;per 15A '+r-'.AC 02T .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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

DocuSign Envelope ID: 38E9D75D42DE46CE-887B-780SF8674CS1
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02, T rp30S & MDC f Gravity Sewrrsl:
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 305 DIP
8" 1952 PVC
➢ Section If & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing Hoes to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC f Puma StationsfFarce Maine :
CQMPLETE 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 be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A 1' (AC ft2T ,0305fh1I I3I3:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
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 - 15A NCAC 02T
.0305(hx l)(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 (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

DocuSign Envelope ID: 38E9D75C-42CE-46CE48876-7805F8674CB!
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in II-5A NCAC 02T .0305(o & W ® Yes [--]No
➢ 15A NCAC 02T.0305(f contains minimum LcpjLations that shall be provided for sewers stems:
Setback Parameter* Separation Re R ed
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 feet
_
18 inches
Reclaimed water lines vertical - reclaimed over sewer)
_
2 feet
Reclaimed water lines horizontal -reclaimed over sewer _
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded rescrvoira used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
hi h water or tide elevation) and wetlands see item IX 2
50 feet
10 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
5 feet
And building foundation
10 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical hei ht
Drainage systems and interceptor drains _
5 feet
10 feet
Any swinuning pools _ _
36 inches
I
Final earth grade (vertical)
➢ LAX —,At 021,03051a1 contains alternatives where separations in 02T.0305(f1 cannot be achieved.
➢ "Stream classifications can be identified using the Division's SC Surface WoW Classi Ilcari ogs_webpagc
D if noncompliance with 02T.0305(I) orb see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes []No ❑ N 'A
D 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
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC Up .0200;? ®Yes ❑ No [:]N/A
➢ This would include Trout Buffered Streams per 15A MAC 2S.02B2
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 & BpffZy Permittinjz Brancl5
5. Does project comply with 15A N{: AC; 02T,0I05(c)( ) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02'f_0I CAL , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A N[.AC 02T.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 sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's Individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

DocuSign Envelope W: 38E9075D-42DE-46CE-887B-7805F8674CB1
X. CERTIFICATIONS:
Does the submitted system comply with L5A YXLAl; 02T, the Minimum_ Dc9isn C terag far the PeKmitt t of i ussap Stglions
and lcnrcp sins fat t versions, and the PMyritV SewerYiriimum Dcsi�n C;ritcria latest versiat as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request Is uired Prior JQ submittal of thg Fast Track ApRliodgn and iggporting documen .
2. Professional Engineer's Certification:
1, Nicholas J. Antrilii, PE attest that this application for
(Professional Engineer's name from Application Item III.1.)
Fast Track Application for Sewer, excluding Section VIII Pump Station Design Criteria, which is certified by Christopher Huff,
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 Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
I ,e°\A CA% efe,°
]
• �jI
e e SEAL �
DocuSiye.dpy:
e
a 38549 •
g
e •
ll
,t�,�lw5
E
e
a °°eeeeo I11�`•e•°° \�Ioo
Fj�/�I
osEs4000JE43e
eop� •°.°e.••N�Q.o°
°O°e°!p p`644,
12/11/2020 1
,.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Timothy R. Smith, Manager
attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. i also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 4J 3-2t$ and 143-215_6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date 1 Z
FORM: PTA 04-16 Page 5 of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
DID %lon of Watrr Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Chatham Park Investors LLC
Project Name for which flow is being requested. Ch.Park Sec. 5.1 Sub.North Ph.6B/6C
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for al! pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of
the wastewater treatment plant.
a. WWTP Facility Name: -7Owr. Or-
b. WWTP Facility Permit #: l-� C, 00 Z,o 3 _
All flows are in MGD
c. WWTP facility's permitted flow • -15
d. Estimated obligated flow not yet tributary to the WWTP ' l (pZ n L S
e. WWTP facility's actual avg. flow + !kgLogu
f. Total flow for this specific request . o L 3% In
g. Total actual and obligated flows to the facility . ILP to 'I-'•(O'S
h. Percent of permitted flow used CZ 9,
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C)
(E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow" Current Tributary Flow Plus
(Name or Permit Capacity, « (firm / po, Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD MGD Flow
Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily plow is the firm capacity of the pump station divided by a peaking
factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the
d
fir.
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Pittsboro��.•
Downstream Permit Number: WQ0041721 and WQ0041455
o
Page g
FTSE 10-1 S
n
co

Ill. Certification Statement:
I _{l.T _ certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signature Date
Title of Signing Official
Page 2 of 6
FTSF l4-lg

STATE OF NORTH CAROLINA
COUNTY OF Chatham
Permit No,
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d I) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency ofthe State of North Carolina, hereinafter known as the COMMISSION; and
Chatham Park Investors LLC (a limited liability company), a corporation'gencral partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
W1TNF.SSETFI:
I. The DEVELOPER is the owner of the certain lands lying in Chatham Co County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Chatham Park Section 5.1 Subdivision North - Phases 6b & 6c (hereinafer the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and+or disposal fact titles (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on aaid lands.
3. The DEVELOPER has applied to the COMMISSION tor the issuance of a permit pursuant to C.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DFVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and land-i through tiling of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F ofthe North Carolina General Statutes.
5. The DEVELOPER has caused to he funned or will cause to be formed at the time of filing of the
Declaration, Chatham Park Residential Association, Inc (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws ofthe State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, rc-constructing and repairing the common elements of the lands
and improvements Subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds fur such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System ofthe Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each ofthe parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
I. The DFVFLOPFR shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and tacilitics in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved ofthe iacifities_ In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaw; andDeelaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page 1 of'2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in confonnity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there sliall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be pant
of the yearly budget.
6. In the event the common expense al location and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrcquire as condition of accepting the Development's wastewater.
S. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of'apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and S above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System,
10. A copy of this agreement shall be tiled at the Register of Deeds in the County(ics) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Chatham Park Investors LLC
MANAGEMENT COMMISSION Name of DEVELOPER
B
S. Daniel Smith -- - -- - - - (Signature)
Director, Division of Water Resources
Timothy R. Smith, Vice President
Print Name and Title
(Date) (Date)
FORM: DEV 03-19 Page 2 of 2

-0 WithersRavenel
.. Our People. Your Success
May 28, 2021
Department of Environmental Quality
Division of Water Resources
Attn: Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
NCDeptofFnv'ronMe
nra!
RE: Chatham Park - Chatham Park Section 5.1 - Subdivision North Phases 6B 6C
Sewer System Extension Permit
Dear Mr. Robinson,
Raleigh Regional p
flee
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
305 LF of 8" DIP and 1,952 LF of 8" PVC sewer located on the north and south sides of Wendover Parkway
and will connect to sewer being constructed and permitted under separate cover, (WQ0041721). The sewer
proposed within this application will serve Phases 613-6C of Subdivision North containing 77 single family
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 13,860 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 lines 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 executed for Gravity Sewer Only (FTA 04-16)
• Fast Track Sewer System Extension Application executed for Pump Station Only (FTA 04-16)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 04-16)
• USGS Map
• Street Level Map
• Chatham Park Flow Rate Reduction Approval Letter
• Developer's Operational Agreement
• Check for $480.00 to NC DEQ
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0373 or [e-mail].
Sincerely
WithersRavenel
4 A
0
Lesley R. glan , E
Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 www.withersravenel.com I License No. C-OB32
Cary I Greensboro Pittsboro I Raleigh I Wilmington

5CL
d
J
A
•QQb:
� D
5
• y
0
O $.
• k # ,seek
A �5�
f?�l • o $
-
I �
Fg wegr�rJA, =i{
Id
� �y��#4r in
�f
N
C
C
U
t6
y
K
Oo
V
a�
C c
K
CD C
--

u
_
- \)
.
/
ol
�
)di�
A ILL m`
P
os
COI 1 Ao
oA
AA
00s
®s
a
a
$;
�^
/
\
�
0�
1
\GG
e �
eoo
E E
,
$2£
�kk
4m
;
4© §
4©
7
km
a�
@ Q ..
m:
k o E
a 3 = E
$ k 2 m
v 2
P E o ---- MU >>
02
�
& .F-
| co
�
LL
,>S '`
� /-
� \ .
�
� Q
� � ]
2 I
/ q �
§ �=f
#
=2�
m •-
U) E
%[S
ao"gr
E %mc0\
co &
%�
CL
@��=Fg_
« CL
\2§R
(DNt
0
%k� §R
�RS�
oI§S/ER
/
x

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LMDA CULPEPPER
director
Chatham Park Investors, LLC
c/o Tim Smith
100 Weston Estates Way
Cary, NC 27513
op
For Review
12/21 /2020 1:03:49 PM
NORTH CAROLINA
Environmental Quality
January 14, 2019
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
NC Deer of znvironmeni
a! Qeal,ty
�aloi�h Regional off
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.
Re 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 gxceed the
ca acit�of the sewers downstream of any new sewer extension or service connectio s .
D. E Q�t� North Carolina Department of Environmental QuaNy I Division of water Resources
512 North Sallsbury Street 1 1617 Mall Service Center I Raleigh, North Carolina 27699-1617
• '+"4� 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 Christyn Fertenbaugh, P.E., at [phone], or via email
at Christyn.Fertenbau h ncdenr.jov.
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 (MThuruthyLa)mckimcreed.com)
Mike Meyers, Old North State Water Company (mmeyersenvirolinkinc.com)
Raleigh Regional Office, Water Quality Regional Operations
PIRCS (electronic copy)

;: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
Attention: Jason Robinson [phone]
Raleigh, NC 27609
WE ARE SENDING YOU
THE FOLLOWING ITEMS ❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
r 5/28/2021 • : • 02150098.20
• Jason Robinson
Chatham Park Section 5.1 Subdivision North Phase
6B/6C
NCDEQ Sewer System Extension Permit
❑ Under Separate Cover via
® Prints ❑ Plans
❑ Change Order ® Diskette
❑ Samples ❑ Specifications
® Other Check # xxxx
"COPIES
(See NOTE)
3
Cover Letter
3
Fast Track Sewer System Extension Application (FTA 04-16)
3
Flow Tracking for Sewer Extension Applications (FTSE 10-18)
d
3
USGS Ma
°
3
Street Level Map
3
Developer's Operating Agreement
°w• O° �
3
Chatham Park Flow Rate Reduction Approval Letter
4
1
$480.00 Application Fee (Check #5382)
1
CD with PDFs of all submittal documents
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
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS: Please contact Lesley England via email at lenstlandwithersravenel.com or via phone at 919-238-0373
with questions and/or comments.
COPY TO;
SIGNED:

NC Dept of EnV1r6"metrtdl Quality
DocuSign Envelope ID: 38E9D75D-42DE46CE-U78-7805FOB74C61
11-111
Irl
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NC*Mkd30K44jMTA1 �V4,R SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: A 16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, ISA
NCAC 02 1SA NCAC 02T .03Q0. Division Policies and good eneineering 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 I SA 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_NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .01 OON C Dept of Environmental Quality
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; ➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps; MAY % $ 20z�
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
RprIcigh
iC@
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 submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, 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 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):
® Submit a check or money order in the amount of S480.00 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 the application may be made.
® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Secretary of Stalc.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item 11.1 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, sealed and dated by a North
Carolirta licensed Professional Fagineer.
® 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 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 .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page] of 3

DocuSign Envelope ID: 38E9D75D42DE-46CE-8678-7805F8674CS1
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 date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S..143-
215.b7fa1.
➢ 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 11-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 (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 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 l SA 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 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)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 1M.NCAC 02T .0115f4 .l) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commissign 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 1'utlip S#aft' 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 be sold):
❑ Home/Property Owners` Associations
❑ Per 15A NCAC 02T-01.15_L), submit the properly executed QZrutigaaLAxwMPM f FORM:110A1.
❑ 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 Oaeratianal.Agrcement (FORM: DEV].
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3