WQ0043641_Application (FTSE)_20220719

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State of North Carolina
NC Dept of Environmental Quality Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources JUL 19 20ST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
RalciBbfurz
Application Number:\J 1J)0VA13&d11 tto be completed by DWR)
All items must be cornAted 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: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public I ltility
❑ Federal ❑ State. -County ❑ Municipal ® Other
3. Signature authority's name: Timothy R. Smith per ,I$A NCAC 02T..0106(b)
Title: Vice -President
4. Applicant's mailing address: 105 Weston Estates Way
City: Cary State: NC Zip: 27513-_
5. Applicant's contact information:
Phone number: [phone] Ext. 5 Email Address: [e-mail]
I1. PROJECT INFORMATION:
1. Project name: Chatham Park Section 6.2 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 a 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): 94479: 71493 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Nicholas J. Antrilli License Number: 38549
Firm: WithersRavenel, Inc.
Mailing address: 1 IS MacKenan Drive
City: Cary State: NC Zip: 2751 1-
Phone number: [phone] Email Address: nantrilli(@withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Chatham Park Water Recovery Center Permit Number: NCO020354
Owner Name: Chatham Park Investors LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0042824
2. Downstream (Receiving) Sewer Information: 8" Sewer to pump station Z Gravity C1 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21 Page] of 5

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VI, GENERAL REQUIREMENTS
I. 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 Develooer's Operational Agreement (FORM: DEV 1 been attached?
® Yes []No ❑ NIA
3. If the Applicant is a Home/Property Owners' Association, has an HQMPOA Operational AgreemenIJ ORM; HOAt and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
[:]Yes [—]No ®NSA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School ;` preschool I day care ❑ Medical i dental I veterinary facilities ❑ Swimming Pool"Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Poolr'Filter Backwash
❑ Businesses J offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 1001,6 Domestic % Commercial _ % Industrial (See 15A NCAC 2 .I} 103 20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Has a flow reduction been approved under 15A NCAC 02T .01 141 f)? ® Yes ❑ No
➢ If yes. provide a copy of flow reduction aporoval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I14(f))
Daily Design Flow'0b
No. of Units
Flow
Single Family
60 gallday (per BR x 3 BR)
115
20,700 GPD
gal
GPD
gal?
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
20,700 GPD
a See 15A NCAC 02T.,01 14fb1, fdl_ tel(11 and {02} for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I SA NCAC' 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 20,700 GPD (per 15A NCAC 92T..Q 114)
➢ 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

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VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Servers).
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
5202
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 lines to meet minimum slope requirements is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .0305 & MDC (Pump StationsrForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: _ _ 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 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I5A NC -A(- 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

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IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separationsralternatives found in 15A NCAC 02T .0305 & ? ® Yes [—]No
15A NCAC 02T.0305(f) contains minimum separations that shall be Qrovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-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
10 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.
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305LQ or , see Section X.1 of this application
* 15A NCAC 02T:0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water C lassifications weboaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No [:]NA
➢ If no, please refer to 15A NCAC I8C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name. Haw River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
Does the project require coverage/authorization under a 404 Nationwide?individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(cj(6) (additional permits?certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6}, directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ®No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the 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

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X. CERTIFICATIONS:
1. Does the submitted system comply with l 5A NCAC' 02T, the Minim gajDt ip Qhc€ia Far tha germittirtk of Punta Stations
ttnd Force Mx nai (latest version), and the Gravi r-Minimum Design Criteris (latest version) as 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 _LMMt__wiH be Issued
concurrently with the approval of the permit, and orolects retauirina n variance approval may be sublect to lonssier
revIM times. For Projects "guirineo or mgrl vaIjances or where the variance Is determlgAWhLD_131slon to be a
sign€ficant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, Nicholas J. Antrilli . attest that this application for Chatham Park Section 6.2 Phase 1 A
(Professional Engineer's name from Application item 111.1.) (Project Name from Application Item IL 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 Qcs ian Criteria for Gravity Sewers (,latgp stersion), and the rn a f r 1he Fait -Track Permitting
of Pump Slations 4nd Earo M;Ais; llatest 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 143-2I5.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
............ °o6a°yR40000.aa°o ...... _
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North Carolfna Proiesa€anal Engineer's seal, signature, and date: °
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3. Applicant's Certification per 15A NCAC 02T .0106(b): &00AQ806°°as►°°° .
I, Timothy R. Smith attest that this application for Chatham Park Section 6.2 Phase lA
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item IL 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 143-215.6A and 143-215.6131, 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:
FORM: FTA 06-21 Page 5 of 5

01vlston (it "Oatei Re-.ourcks
State of North Carolina
Department of Environmental Quality
Division of Water 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: Section 6.2 Phase IA
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Chatham Park Water Recovery Center _
b. WWTP Facility Permit #: NPDES # 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
All flows are in MGD
0.499
0.06606
0.0
0.0207
0.08676
h. Percent of permitted flow used 17.39%
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
Average
Approx.
Obligated,
Pump
Pump
Daily
Current
Not Yet
Total Current
Station
Station
Firm
Flow**
Avg. Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm ! pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Village
W 0042824
0.520
0.208
0.0
0.0207
0.0207
0.1873
* 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): Chatham Park Sec. 5.2 Sewer Interceptor
Downstream Permit Number: WQ0040741
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Timothy R. Smith __ 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 1I 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.
Sig?
P.
Title of Signing Offlcial
Page 2 of 6
laTSfl 10-18

40 WithersRavenel
NoOur People. Your Success.
July 12, 2022
NCDENR DWQ
Mr. Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Chatham Park - Section 6.2 Phase 1A
Sewer System Extension Permit
Dear Mr. Robinson,
NC Dept of Environmental Quality
JUL 19 2022
.R$l,eigh 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
5202 LF of 8" PVC sewer lines located east of Chatham Park Way and will connect to sewer being permitted
and constructed under separate cover and will be tributary to the Village South Pump Station also being
permitted and constructed under separate cover. The sewer proposed within this application will serve
Phase 1A of Section 6.2 consisting of 67 single family homes and 48 townhomes within this development.
The proposed project will meet all the DWR's minimum design criteria for sanitary sewer extensions. The
design flow rate for this project is calculated at 20,700 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, 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
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0362 or [e-mail].
Sincerely
Withe Ravenel
Nicholas ntrilli, PE
Director of Project Development
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.60081 www.withersravenet.com i License No, C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LiNDA CULPEPPER
Director
Chatham Park Investors, LLC
c% Tim Smith
100 Weston Estates Way
Cary, NC 27513
NORTH CAROLINA
Envilroamental Quality
January 14, 2019
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
NC Dept of tnV"nraotal Quality
AFL 19 7.022
�ef0,,V ffi Oce
R
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.
Reaardless of the adiusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connection(sL
DNorthE�� Carolina Department otF_nvironmental Quality ; Division of Water Resources
n-
_ 512 North Salisbury Street 1 1617 Mall Service Center I Raleigh, North Carolina 27699 1617
iw�rrm+b�./
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 Christ.y.n.Fertenbaughncdenrgov.
Sincerely,
s t
for Linda Culpepper
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
Cc- Nisha Thuruthy, McKim & Creed (MThuruthy Cx mckimcreed.com)
Mike Meyers, Old North State Water Company (mmeyersCepenvirolinkinc,com)
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

%0 WithersRavenel40 ,;�,
Our People. Yoe r Sti. r.c r, NC Dept of En*o
nmcntd
55 Grant Dive, Suit 92022
Pittsboro, North Carolina 1
t: 919.469.3340 1 f: 919.467.6008
Raleigh Regional OiilC0
TO: NC DENR - DWQ
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
r 7/18/2022 •: • 02150098.31
• Mr. Jason Robinson
Chatham Park - Section 6.2 Phase 1A
Sewer System Extension Permit
❑ Under Separate Cover via
❑ Prints ❑ Plans
❑ Change Order ❑ Diskette
❑ Samples ❑ Specifications
® Other Check # xxxx
COPIESDESCRIPTION
1
Cover Letter
1
Fast Track Sewer System Extension Application (FTA 06-21)
1
Flow Tracking/Acceptance for Sewer Extension Application (FTSE 10-18)
1
Flow Reduction Approval Letter
1
Developer's Operational Agreement
1
USGS Ma
Street Level Ma
1
1
Check for $480.00 payable to NCDEQ, for Sewer Permit
2
1 CD with all deliverables
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
❑ Resubmit
copies for approval
❑ Submit
copies for distribution
❑ Return
corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Please contact Sue Morris via email at smorriswithersravenel,com or via phone at 919-238-0303
with questions and/or comments.
COPY TO: SIGNED: Sue Morris, Project Coordinator
If enclosures ore not as noted, kindly notify us at once_

NC Dept of Environmental Q11211ty
STATE OF NORTH CAROLINA �� ff
COUNTY OF CHATHAM L 19 24z� Permit No. AJ C
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DEVELOPER ".sTM�AGREEMENT 19
,s
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this day of
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 theDF,VELOPER.
WITNESSETFI:
I. 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 be known
as Chatham Park Section 6.2 Phase 1 ,(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, andior 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.
S. The DEVELOPER has caused to be formed or will cause to be formed at the time of fling 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 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 and repair.
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:
I. 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 and law.
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 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 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 CHATHAM PARK INVESTORS LLC _
MANAGEMENT COMMISSION Name ofDEVELOPER
S. Daniel Smith
Director, Division of Water Resources
(Date)
BY:
(Signature) }
Timothy R. Smith, Vice -President
Print Name and Title
(Date)
FORM: DEV 03-19 Page 2 of

;:W i t h e r s R�r r� o Env;ronmen , ,�itY
Our Peopte. Your Success
55 Grant Drive, A D19 2022
Pittsboro, North Carotina 27312
t: 919.469.3340 1 f: .44�0MCC
TO: NC OENR - DWQ
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
P 7/18/2022 • : 0 02150098.31
Mr. Jason Robinson
Chatham Park - Section 6.2 Phase 1A
Sewer System Extension Permit
❑ Under Separate Cover via
❑ Prints ❑ Plans
❑ Change Order ❑ Diskette
❑ Samples ❑ Specifications
❑x Other Check # xxxx
COPIESr
Cover Letter
1
1
Fast Track Sewer System Extension Aeplication (FTA 06-21)
1
Flow Tracking/Acceptance for Sewer Extension Application (FTSE 10-18)
1
Flow Reduction Approval Letter
1
Developer's Operational Agreement
1
USGS Map
Street Level Ma
1
1
Check for $480.00 payable to NCDEQ, for Sewer Permit
2 1
CD with all deliverables
THESE ARE TRANSMITTED as checked below-.
❑x For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
IN For review and comment ❑ Other
❑ FOR BIDS DUE
❑ Resubmit
❑ Submit
❑ Return
❑ PRINTS RETURNED AFTER LOAN TO US
copies for approval
copies for distribution
corrected prints
REMARKS: Please contact Sue Morris via email at smorris0withersravenel.com or via phone at 919-238-0303
with questions and/or comments.
COPY TO: SIGNED: Sue Morris, Project Coordinator
If enclosures are not as noted, kindly notify us at once_

Robinson. Jason
From: Morris, Sue <[e-mail]>
Sent: Friday, September 2, 2022 4:07 PM
To: Robinson, Jason
Cc: Avant, Gareth; Albini, Alicia; Antrilli, Nick
Subject: (External) FW: Chatham Park Section 6.2 Phase 1 (WQ0043641)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon, Jason!
Thank you for very much for your review of our submittal for Chatham Park Section 6.2 Phase 1. Below are my responses
to your comments:
1. You are correct; it is our intention to turn this project over to the Town of Pittsboro, upon Certification, by
submitting a Change of Ownership form. If I should make any note on the permit application to denote that and
discontinue sending the Developer Operational Agreement going forward, please let me know.
2. The townhomes are single-family dwellings, deeded individually and with their own separate utility services.
Please let me know if you have any additional questions, or if you need for me to make any modifications to any of the
documentation submitted, with this package, or in the future.
Thanks, again!
Sue
Sue Morris
Project Coordinator WithersRavenel
115 MacKenan Dr'v(,. I Cary, NC 27511
Office:919.469.3340 ' Direct: 919.238.0303
smorris0withersravenel.com
Ld zi -1 J..JI J -I
CONFIDENTIALITY AND NONDISCLOSURE
From: Antrilli, Nick <nantrilli(@withersravenel.com>
Sent: Friday, September 2, 2022 3:32 PM

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw 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: Tim Smith <tim0prestonde_v_.com>
Sent: Thursday, August 18, 2022 2:50 PM
To: Robinson, Jason <[e-mail]>
Subject: Re: [External] Re: Chatham Park South PS 1 and 2 & Associated FM
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
All sewer lines and pump stations will be in public right of ways or public easements!
Thanks!!
Tim
On Aug 18, 2022, at 8:40 AM, Robinson, Jason <[e-mail]> wrote:
Kent/Tim,
Are all of the projects that are being permitted to Chatham Park Investors, LLC in public
ROWs/Easements, and therefore will be turned over to Pittsboro? Or are there some portions of the
permits we are issuing that are not in public ROWS/easements?
Typically when a developer submits an application where they're the applicant, it's required that they
submit a Developer's Operation Agreement that states that the permit (and sewerline) will be turned
over to an HOA after construction, since the developer will be selling off the land.
In this case, if Pittsboro plans to take over all the sewerline after construction, instead of an HOA
needing to be formed, we can just add a special condition that states that.
But if there are some portions of the sewerlines that won't be within public ROW/easements, and
Pittsboro will not take them over, then either Chatham Park Investors LLC will own those in perpetuity,
or an HOA will need to be formed and the permit will need to be transferred to them. So if that's the
case, those portions that will not be in public ROWS/easements would need to be in their own separate
permit that will not be transferred to Pittsboro.
Sorry, I realize this is probably a little confusing.
=Jason
------------
Jason T. Robinson, P.E.

From: Tim Smith <[e-mail]>
Sent: Thursday, August 18, 2022 2:29 PM
To: Robinson, Jason <[e-mail]>
Cc: Diandra Hyman <[e-mail]>; Robin Rose <[e-mail]>; Kent Jackson
<kiackson(@pittsboronc.eov>; Kurtz, Cassidy <[e-mail]>
Subject: Re: [External] Re: Chatham Park South PS 1 and 2 & Associated FM
Ok
ThanksH
wi11
On Aug 18, 2022, at 8:00 AM, Robinson, Jason <[e-mail]> wrote:
Thanks Tim,
I was looking at at the application for the Section 5.1 East Residential that was received
back in May, and it included a Developer's Operation Agreement that named an HOA
that the project would be turned over to.
But now that you mention it, I do remember that it's been said that all of these projects
will be turned over to Pittsboro.
If that's the case, instead of DOA, I think future applications should explain (in the
narrative) that permits will be transferred to Pittsboro upon construction/certification,
and a special condition will be included in the permits that states this (I'm copying Mr.
Kent Jackson of Pittsboro on this email.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919 7914200
"Subscribe to Collection System & Sewer Permitting Updates'"
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records taw and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of
Environmental Quality has adjusted operations to protect the health and safety of the
staff and public. Many employees are working remotely or are on staggered shifts. To
accommodate these staffing changes, all DEQ office locations are limiting public access
to appointments only. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email. We appreciate your
patience as we continue to serve the public during this challenging time.
From: Tim Smith <[e-mail]>
Sent: Thursday, August 18, 2022 1:50 PM

919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates''
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of GOVID-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.