WQ0042709_Application (FTSE)_20210729

DocuSign Envelope iD- E6240019-81t71-4D48-A4DB-9 9PfBnV ronrnental Q allt
tt State of North Carolina
department of Environmental Quality
DWR JUL 2 9 202, Division of Water Resources
DEvtslon of FAST TRACK Water Resources D�� Region alai FTA 06.21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION
I . Applicant's name- Chatham Park Investors LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: 0 Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StatelCounty ❑ Municipal ® Other
3. Signature authority's name: Timothy R. Smith per I5A NCAE(' 02T,0I0Qb1
Title: Vice -President
4. Applicant's mailing address: 105 Weston Estates Wax
City: CaUL State: NC Zip_ 27513
5. Applicant's contact information,-
Phone number: [phone] Ext. 5 Email Address: robinftmtondev.com
II. PROJECT INFORMATION:
1. Project name. Chi g m Park Section 7_.1_Subdiyision Phase 1
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00__ .___ and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of master plan, provide the existing permit number: WQ00
3. County where project is located: Chatham County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.751' Longitude:-79.164"
5. Parcel ID (if applicable): L01 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Lesley R. England License Number: 27568
Firm: WithersRavenel, Inc.
Mailing address. 115 MacKenan Drive
City: Cary State: NC Zip: 2751 l-
Phone number: [phone] Email Address: lenplandOwithersrovenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Chatham Park WIter Recovery Center Permit Number: NCO020354
Owner ;Name: Chatham Park Investors LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0041994
2. Downstream (Receiving) Sewer Information: Ilinch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable)- WQCSO 146
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21 Page I of 5

DocuSign Envelope 1D. E6240DI "IF- 4D48-A4DB-975E90F78E22
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes ❑ No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Devcla is 0r5WjQpeJA&M(fORM: VE, V been attached?
®Yes [—]No ❑ NSA
3. If the Applicant is a HomelProperly Owners' Association, has an HOA"A OKUdJQft & mcni t FOR4i: FfOAI and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail {stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationtservice ❑ Hotel and/or Motels
❑ School 1 preschool 1 day care Q Medical I dental ! veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses ! offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater; 100 °/o Domestic ___- _% Commercial % Industrial ft-1, A N.C.At`' 02T .0J03479j)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Has a flow reduction been approved under 15A NC'AC 02T _01140)? ®Yes ❑ No
A If yet, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project;
Establishment Type (see 02T.0114(11))
Daily Design Flow' b
No. of Units
Flow
Single Family Residential
60 gal/day (per BR)
110
19,900 GPD
Two -Family Residential
60 gal/day (per BR)
44
7,920 GPD
gal/
GPD
gall
GPD
gay
GPD
gal/
GPD
To1a!
27,720 GPD
a See JM_NK'AC 02T .011.41b1. WXJylt 11 and 1eK21 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 42 -4.
b Per 15A NCAC 02T .Of 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.014] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 27,720 GPD (per 15A hbCAt�02TAJ )
10 Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

DocuSign Envelope ID E6240D19-81F1-4D48.A4DB-975E90F78E22
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -02T .0d0S & MDC (Grrlvlty Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
$
6,204
PVC
8
324
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) - 0.2T.0303 & o0ovs/Forc a 4ialns
PROVIDE A SEPARATE COPY OF THIS PAGE -FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 1JA NCAC 02T .0J05fhlt i I:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 021.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily [low less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C);
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
A If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

DocuSign Envelope 10: E6240D19.81F1-4D48-A4D8-975E90F78E22
IX. SETBACKS & SEPARATIONS — (0213.0200 & l5A NCAC 02T .0305(f)):
1. Does the project comply with all separationValtematives found in l N(' 4 42T .030Sifl do iFl? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class Il impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
"*Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
"*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 021.03051f1 or (" see Section X.1 of this application
"15A NCAC 02T,y.1€ M? contains alternatives where separations in 021,03051f] cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
"*Stream classifications can be identified using the Division's TVt'.. Urfdt�S. Aicrf'Iassiflcalions webpa
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
Y If no, please refer to 1 SA NCAC 18C.0906(t) for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑Ycs ❑ No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's dmA yeoaraiion rcquiranycnts for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Haw River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per DAN.t`'AC WQ .020Q? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 29,0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A W.AiC GT.01054c1ib) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC- 021.Ot#13 iftJ directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" [:]Yes ® No
Per #SA NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended througb interference/conflict boxes require a variance approval.
D If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

DocuSign Envelope ID- E6240019 81F11-41348-A408-975E901778E22
X. CERTIFICATIONS:
1. Does the submitted system comply with _T. the Minimum De3ittn Critcrba If the Pcnrinillg of_ft=_ g
and the ¢ Sewer i i it~a_ 1 i cri . # xst very iortas applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request w01 tm jigged
concurrently with the negroval of the Permit, and proi"—muiring it variance aggroval may be sublect to longer
review times. For P-roiects requirinetwo or more variances where he variance Is deteEmifled
sienilicant ggrtlon of the prolect. the full technical review Is Mflulrecl,
2. Professional Engineer's Certification:
I, Why R._England _, attest that this application for Chatham Park Section 7.1 Sg_ division Phase I
(Professional Engsneer's name from Application stem IIt I ) (Project Name from Application item it 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Deg.ig:n 'rileria for Gravely Sewcrs [latest version}, and the Minlmtlm Orsign Cfite rla for the Fast—TrayyFtm#y pg
of Pump Stations and Farce iN LL_[ si c icu� . Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including fai;ure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
%P N G A RD `'•o
Oo0 �
0 ° •se•s•• ° O�
o =°e °O�tssro °O• a
1y' °
e4-
° Q
a SEAI.
noeusaPwnbY
a°
a 's 027566G r
C�yJj�j
9L9E3�OSOBBl8a
�pe:�� ° ��G 1 N Ev�`'
6/2 5/2021
"'e,�Fy°
o 00._ R.-E°
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Timothy R. Smith . attest that this application for Chatham Park Section 7.1 Subdivision Phase I
(Signature Authority Name from Application Item 13.) (Project Name from Application Item IF 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE. — In accordance with General Statutes Ida. 21$.6A and 141,215,0 , 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.
�y
Signature: _ Vdy
ITZt1i_ per; ��` 1 ZO Z j
FORM: FTA 06-21 Page 5 of 5

_4■ WithersRavenel
1 ■ Our People. Your Success.
July 29, 2021
Department of Environmental Quality
Division of Water Resources
Attn: Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Chatham Park - Section 7.1 Subdivision Phase 1
Sewer System Extension Permit
Dear Mr. Robinson,
NC Dept of Environmental Quality
JUL 292Za
Raleigh Regional Office
On behalf of Chatham Park Investors LLC, please find the attached documentation in support of a Fast Track
Application (FTA 06-21) for the referenced project. As noted in the application, this project will consist of
6,204 LF of 8" PVC and 324 LF of 8" ductile iron sewer located east of US 15-501 and will connect to sewer
being constructed and permitted under separate cover (WQ0041884). The sewer proposed within this
application will serve Phase 1 of Section 7.1 containing 154 single family and two-family homes within this
development.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. The
design flow rate for this project is calculated at 27,720 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, which is 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 06-21)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-18)
+ USGS Map
+ Street Level Map
• Chatham Park Flow Rate Reduction Approval
• Sewer Allocation Memo
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
Wither Ravenel
'Lesley . Engl n , PE
Project anager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919,467.6008 www.withersravenel.com I License No. C-0832
Cary I Greensboro Pittsboro 1 Raleigh 1 Wilmington

aoUjo peuot2o-d g8ialrU
State of North Carolina
6 1 1nF Department of Environmental Quality
Division of Water Resources
4illgna j18tuautu0nnu3Jo Q ;;]]��
Dlvislor or wise, Resource% 190 racking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Chatham Park Investors LLC
Project Name for which flow is being requested
Chatham Park Sec. 7.1 Subdivision Pb. 1
More than one FTSE may he required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterllous.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #
NIA
A11 flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1I. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
($)
Design
Average
Approx_
Pump
Pump
Daily
Current
Station
Station
Firm
Flow**
Avg. Daily
(Name or
Permit
Capacity,
(Firm! pi),
Flow,
Number)
No.
MGD
MGD
MGD
CLLC
WQ0010602
0.288
0.115
0.007
(C)
(D)-(B4Q
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.0707
.0777
0.0373
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer);
Downstream Permit Number:
Page I of 6
FTSF 10-1 8

111. Certification Statement:
I .. II�-r,-.•-- - 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 11 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.
1gn g Official Signature
I u+ 1rrie- �
Title of Signil g O�eial
Date
Page 2 of G
FI'SE 10-18

NCDeptofEnvironmental Qualiq
STATE OF NORTH CAROLINA JUL 2 9 ?921
COUNTY OF CHATHAM Permit No. toA 0V U 7O q
Raleigh Regional Office
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this 1st day of
July, 2021 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Chatham Park Investors LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Chatham County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as Chatham Park Section 7.1 Subdivision Phase I (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, Chatham Park Residential Association, Inge (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -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 for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the 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 of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER 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 facilities 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 of the facilities. 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 Bylaws and Declaration.
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 l 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 conformity 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 shall 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 part
of the yearlybudget.
6. In the event the common expense allocation 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 mayrequire as condition of accepting the Development's wastewater.
8. 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 8 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 filed at the Register of Deeds in the County(ies) 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
MANAGEMENT COMMISSION
S. Daniel Smith
Director, Division of Water Resources
(Date)
CHATHAM PARK INVESTORS LLC
Name ofDEVELOPER
V.
Julian W. Rawl, Vice -President
Print Name and Title
'7-
(Date)
FORM: DEV 03-19 Page 2 of 2

r
k
0
�
■
(
$
$
�
�
J
a
/\
d /
n
§
R\
��
if
N m
q c
�00
Z
\\/
E E
/2m
� ^ --
' � � 2 � � ■
♦ . .. .
OD 2
♦ �
2
Ull
®' @
a
�
�
a
§
{ D CLX)
$
kD $ 2°`&
�\o
;L)°%aLL
o m— ztt
■
6
w
�
e

Vl
a
v
c
L
L
a)
L
di
O
0_
V
C
LL
2
(J
J
V
p
z
E
Oo
U�+
00
c
rC,u
vi
NN
m E
o`
0~
U�
c
70
2 � y
A
O'
Z
sCS
mU U
J U 01 E
o
CD C 5 t0
(wulZU

DocuSign Envelope 0: 0113C998-C338-4OF8-97F9-026475502COB
�� WithersRavenel
.. Our People, Your Success.
July 08, 2021
Mr. Kent Jackson, PE
Town Engineer
Town of Pittsboro
635 East Street
Pittsboro, NC 27312
NC Dept of Environmental Quality
JUL 2 9 2021
Raleigh Regional Office
RE: Chatham Park Sewer Allocation Memo — Section 7.1 Residential Subdivision Ph 1
WR Project No. 2150098.62
Dear Mr. Jackson:
On behalf of Chatham Park Investors LLC, we are providing this sewer allocation memo in the amount
of 27,720 GPD for the proposed Section 7.1 Residential Subdivision Ph 1 project located along the
extension of Grant Dr. This allocation is in accordance with 15A NCAC 02T .0114, "Wastewater
Design Flow Rates" and the "Adjusted Daily Sewage Flow Rate" Reduction approved January 14,
2019 for residential single-family dwellings. A breakdown for this request is as follows.
Information Center:
Use Units Flow Factor Total (GPD) Build -Out
Single Family
3 Bedroom 110 3 BR x 60 GPD
Residential, Two -Family
3-Bedroom 44 3 BR x 60 GPD
Total:
19,800 GPD Fall 2021
7,920 GPD Fall 2021
27,720 GPD
This allocation will flow to the Chatham Park Water Recovery Center. Please let us know if you need
any additional information or have any questions regarding this matter.
Sincerely,
WithersRa, nel
Lesley R. Edtd, PE
cc: Chuck Smith, Robin Rose — Preston Development
Bryan Blake — Mckim & Creed
o
C A R
,( H °
11 aR '10
SEAL < o
0
027568 0
°
o�s
F°
DoeuSlpned tiQy° r°p
9csE 89�eBaED
O pe r ,
NG,
°.
'q6'4000 7/9/2021
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 Pittsboro Raleigh I Wilmington

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Chatham Park Investors, LLC
c/o Tim Smith
100 Weston Estates Way
Cary, NC 27513
NORTH CAROUNA
Environmental Quality
January 14, 2019
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
On July 16, 2018, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Chatham Park Development service
area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request as well as
additional information received on October 15, 2018, and based on the data submitted and the
Division of Water and Infrastructure (DWI) guidance, the Division hereby approves for use by the
Chatham Park development an adjusted daily sewage design flow rate with the following
conditions:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons per
day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to Chatham Park collection system.
Future sewer extension applications should be made using the flow reduction amount stated above.
All other aspects of the permitting process remain unchanged, and all applications must be in
compliance with the statues, rules, regulations and minimum design criteria as certified by the
owner and engineer,
Regardless of the.adlusted 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
canagjy of the.sewers downstream of any new sewer extension or service connectionf sl.
North Cardlna Department of Environmental Quality I Dlvision of water Resources
D E � 512 North Salisbury Street 1 1617 Mail Service Center . Raleigh, North Carolina 27699-1617
. \.eoo 919707.9000

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.Fertenbaugh@ ncdenr.Fov_
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 (MThuruthv9Dmckimcreed.com)
Mike Meyers, Old North State Water Company (mmeyers(�envirolinkinc_com)
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

::WithersRavenel
Our People. Your Sur--ess
55 Grant Drive, Suite D
Pittsboro, North Carolina 27312
t: 919.469.3340 j f: 919.467.6008
TO: NCDEQ - Division of Water Resources
ATTN: Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
WE ARE SENDING YOU
THE FOLLOWING ITEMS
® Attached
❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
• 7/29/2021 • : • 02150098.62
• Jason Robinson
Chatham Park - Section7.1 Phase 1
Sewer System Extension Permit
❑ Under Separate Cover via
❑ Prints ❑ Plans
❑ Change Order ❑ Diskette
❑ Samples ❑ Specifications
® Other Check # 5522
Cover Letter
1
1
Fast Track Sewer System Extension Application (FTA 06-21)
1
Flow Tracking/Acceptance for Sewer Extension Application
(FTSE 10-18)
1
Developer's Operational Agreement
- —
1
Sewer Allocation Memo
WC Den! of F?nvironmental Quality
1
Flow Reduction Approval Letter
USGS Ma
JUL 2 9 g
1
1
1 Street Level Ma
rweigh Rcgiojialice
1
$480.00 Check #5522 to NC DEQ - DWR
CD with all deliverables
1
THESE ARE TRANSMITTED as checked below:
d For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
® For review and comment ❑ Other
❑ Resubmit _ copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Please contact Lesley England via email at [e-mail] or via phone at 919-238-0373
with questions and/or comments.
COPY TO: SIGNED: Lesley R. England, P.E.
If enclosures are not as noted, kindly notify us at once.