WQ0043672_Application (FTSE)_20220804

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: JZ_(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Chatham Park Investors LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3, Signature authority's name: Timothy R. Smith per 15A NCAC 02T _0106(
Title: Vice -President
4. Applicant's mailing address: 105 Weston Estates Way
City: cm State: NC Zip: 27513-
5. Applicant's contact information:
Phone number: [phone] Ext. 5
II. PROJECT INFORMATION:
Email Address: robinOprestondev.com
I. Project name: Mellott Residential Subdivision Phase IA and IB
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
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.750075 N Longitude:-79.149748 W
5. Parcel ID (if applicable): 7146, 75037, (or Parcel ID to closest downstream sewer)
7101
III. CONSULTANT INFORMATION:
I. Professional Engineer: Nicholas J. Antrilli License Number: 38549
Firm: WithersRavenel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511-
Phone number: [phone] Email Address: nantrilliC�withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. 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): WQ * DS Sewer is being designed, permitted and constructed by McKim & Creed under separate permit
2. Downstream (Receiving) Sewer Information: 12 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21 Page I of 5

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 Developer's Operational Agreement (FORM: DEV) been attached?
® Yes []No ❑ NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA;`POA Operational Agreement (FORM_ HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes []No ® NfA
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 I preschool I day care ❑ Medical I dental I veterinary facilities ❑ Swimming PoollClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses I offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (,fee 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under I SA NCAC 02T .01 14f f ? ® Yes ❑ No
If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(f))
Daily Design Flow 2-1
No. of knits
Flow
Single Family Residential Homes
60 gal/day (per BR)
127
22,860 GPD
all
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
Total
22,860 GPD
a See 15A NCAC 02T,01 14(b), td),_tgX l.) and (s.)(2} 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.01 14(c), design flow rates for establishments not identified [in table I SA NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 22,860 GPD (per 15A NCAC 02T .01 14)
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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
3992
PVC
8"
241
DIP
4 -
r
➢ Section 11 & 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)— 02T .0305 & MDC (Pump Stations. -force 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 L] Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 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

IX. SETBACKS & SEPARATIONS (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T _0305(t) & ? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be ,rovided 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 11 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.
Any building foundation (horizontal)
Any basement (horizontal)
10 feet
5 feet
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.0305(f) ortg)', see Section X.I of this application
* 15A NCAC 02T.0305(e} contains alternatives where separations in 02T.0305(t) 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 Surfact Water Classifications weboaec
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ON -A
➢ If no, please refer to 15A NCAC 18C.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.
➢ Seethe 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
1f 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
5. Does the project require coverage. authorization under a 404 Nationwide., individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numberipermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15,k NCAC 02T.0105(c)(6) )(additional permiWeertifications)? ®Yes ❑ No
Per 15A NCAC 02T,Qj2JL l(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

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum D"1V Criteria foe the Permitting Qfy3p twions
aW Force Mains latest Ve: *onk and the Gravity Sewer Minimum Deaign Critcr+iktl@te _versiopJ 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. Annroval of the request win be issued
c ncurrentl MIth the aparoval of the permit. and reguiring a variance al may be subligt to longer
review time&For prolects ENuirlur two or more arianc r where the varianre_kAp.Urminedby the Division to be a
significant rtion of t the full technical review is reguIEW.
2. Professional Engineer's Certification:
I, Nichgiaas 1. Antrilli attest that this application for Mellott Residential Subdivision Phase 1 A and 1 B
(Professional Engineer's name from Application Item IH.1.) (Project Name from Application Item I1.1)
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 tXiign Criteria for vjny Sewm Ilatcst version), and the jnLuM EhAjo Criter+e for the Flat -Trask remitlipg
of Pump rations and # Dice 11f#ins [latest uersiort}. 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 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)
a4boeosavn... 1............. oa o00
North Carolina Professional Engineer's seal, signature, and date: 0�°°�LHoo�A�'O
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Timothy R. Smith _ .-attest that this application for Mellott Residential Subdivision Phase I and I _
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.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 - 5.6A 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 fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Dare= zo z 7
FORM: FTA 06-21 Page 5 of 5

NC Dept orf:nvironmcntal Quality
State of North Carolina
AUG 0 4 2022 Department of Environmental Quality
Division of Water Resources
01VI%loo of %vote; kcsotirCL". RaleigbRcgionatCftFlow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Chatham Park Investors LLC
Project Name for which flow is being requested: Mellott Residential Subd. Ph. IA and I
More than one FTSE may be 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 #: NCO020354
All flows are in MGD
c. WWTP facility's permitted flow
0.499
d. Estimated obligated flow not yet tributary to the WWTP
0.1047
e. WWTP facility's actual avg. flow
0
£ Total flow for this specific request
0.02286
g. Total actual and obligated flows to the facility
0.12756
h. Percent of permitted flow used
25.56%
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 i po, Avg. Daily
Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD
MGD Flow Capacity***
Mellott
no Pending
* 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 pealdng 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: WE0040741
Page 1 of 6
FTS F 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 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.
Sig
Title of Signing Official
Page 2 of 6
N
PTSE 10-18

00 WithersRavenel
NOOur People, Your Success.
August 3, 2022
NCDENR - DWQ
Attn: Mr. Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
�n�iOnm°nta� Quality
�C P�� °f
RE: Mellott Residential Subdivision Sewer System Extension Permit
Dear Mr. Robinson,
On behalf of our client 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 3992 LF of 8" PVC and 241 LF of 8" ductile iron pipe sewer lines located East of 15-501 along
the extension of Grant Drive and will connect to sewer being designed, permitted and constructed under
separate cover. The sewer proposed within this application will serve Mellott Residential Subdivision
containing 127 single-family homes within this development.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. The
design flow rate for this project is calculated at 22,860 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. 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 (FTA 06-21)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-18)
• USGS Map
• Street Level Map
• Check to NCDENR-DWQ for $480.00
If you have any questions, please feel free to contact me at 919-238-0362 or [e-mail].
Sincerely,
Wither Ravenet
r--r`
Nicholas J. Antrilli, PE
Director, Residential Project Development
115 MacKenan Drive I Cary, NC 27511
t: 919.469,3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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STATE OF NORTH CAROLINA
COUNTY OF CHATHAM Permit No.
NC Dctst of Environrn&W
DEVELOPER'S OPERATIONAL AGREEMENT 2022
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
by and between the North Carolina Envi&ri i4i? � 9aii gement
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 be known
as _ Mellott Residential Subdivision (hereinafter the Development).
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. I43-
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 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 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 DEVELOPERS
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
MANAGEMENT COMMISSION
S. Daniel Smith
Director, Division of Water Resources
(Date)
Chatham Park Investors LLC _
Name of DEVELOPER
B =
(Signature)
Tim Smith, Vice President, by Robin R. Rose, Reg. Agent
Print Name and Title
(Date)
FORM: DEV 03-19 Page 2 of 2

410 WithersRavenel
■ ■ Our People. Your Success. co-Ta4�1110
55 Grant Drive, Suite 00100
Pittsboro, North Carolina 27312 o
t: 919,469.3340 1 f:919.467.60090d�
TO: NCDENR•DWQ
ATTN: Mr. Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
WE ARE SENDING YOU
THE FOLLOWING ITEMS
rx, Attached
❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
8/4/2022 • : • 02190098.62
• Mr. Jason Robinson
Chatham Park -Mellott Residential Subdivision
Sewer System Extension Permit
LJ Under Separate Cover via
❑ Prints ❑ Plans
❑ Change Order C1 D'skette
❑ Samples ❑ Specifications
❑x Other Check #
COPIES
1
Cover Letter
1
Fast Track Sewer System Extension Application (FTA 06-21)
1
Flow Trackin /Acceptance for Sewer Extension Application (FTSE 10-18)
1
USGS Map
1
Street Level Ma
1
Developer's Operational Agreement
1
Check made payable to NCDENR-DWQ for $480.00 for Sewer Permit Application
2
TD with all deliverables
THESE ARE TRANSMITTED as checked below
[I For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
X For review and comment ❑ Other
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Please contact Sue Morris via email at [e-mail] or via phone at919-238-0303 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:
Wednesday, September 21, 2022 11:37 AM
To:
Robinson, Jason; Kent Jackson
Cc:
Kurtz, Cassidy; Thomas, Zachary T; tim@prestondev,com; [e-mail];
Antrilli, Nick; Avant, Gareth
Subject:
[External] RE: Mellot Residential Subdivision Phase 1A and 1 B
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
I received an email from Wes Hutchins at McKim and Creed last evening with the project information you
requested for the downstream sewer for this project.
Wes has indicated that the project name is The Mellott Pump Station and Utilities project and that it has
reached a 90% milestone. It has not yet been submitted for permitting, but will be, soon.
Please let me know if there is anything else you need!
Thanks,
Sue Morris
Project Coordinator
115 Mac Kenan Drive Cary. NC 27511
Office: 919 469 3340 Direct: 919.238.0303
[e-mail]
CONFIDENTIALITY AND NONDISCLOSURE
From: Morris, Sue
Sent: Tuesday, September 20, 2022 3:57 PM
To: 'Robinson, Jason' <[e-mail]>; Kent Jackson <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>;
[e-mail]; [e-mail]; Antrilli, Nick <[e-mail]>; Avant, Gareth
<[e-mail]>
Subject: RE: Mellot Residential Subdivision Phase 1A and 1B
Good Afternoon,

Jason, thank you very much for your email.
1. 1 can confirm that these single family homes are projected to be 3BRs, each. I have added that minor clarification
to the attached FTA, if you'd like to replace the one that was submitted.
I have contacted Wes Hutchins at McKim and Creed for additional information on either the application date,
permit number or project description of the downstream sewer project. I should be able to provide those details
to you, shortly.
3. We have noted from previous conversations that the Developer's Operational Agreement is not quite
appropriate for our projects and going forward, we will no longer include them, including, instead a Notice of
Intent to Serve, signed by the Town of Pittsboro. For this project, I will assume that Kent Jackson will respond via
email with confirmation of their intent to take over ownership of the sewer lines for this project, as you
requested in item #3 in your email, below.
Thank you, again, for reaching out with your questions and thank you, in advance, Kent for sending your confirmation
email to Jason.
Please let me know if there is anything else you need!
Sue Morris
Project Coordinator WithersRavenel
r__
_.
115 MacKenan Drive I Cary, NC 27511
Office: 919.469.3340 1 Direct, 919.238.0303
[e-mail]
z = L!
CONFIDENTIALITY AND-NQNDISCLOSURE
Sue
From: Robinson, Jason <jason.t.robinson ncdenr.gov>
Sent: Tuesday, September 20, 2022 3:03 PM
To: [e-mail]; [e-mail]; Antrilli, Nick <[e-mail]>; Morris, Sue
<smorris withersravenel.com>; Kent Jackson <[e-mail]>
Cc: Kurtz, Cassidy <Cassid .Kurtz ncdenr. ov>; Thomas, Zachary T <[e-mail]>
Subject: Mellot Residential Subdivision Phase 1A and 1B
Tim, Nicholas, Sue & Kent,
We are reviewing the referenced sewer extension application:
1. Please confirm that the single-family homes are projected to be 3 bedrooms (the calcs appear to show this, but
it isn't stated anywhere in the application.

2. Section V,1 states that the downstream sewer is being designed by McKim & Creed. Has this application been
submitted? What is the name of the downstream project?
3. A Developer's Operational Agreement was included with this submittal_ As we've discussed for previous permit,
I don't think that's quite appropriate, since it will be turned over to Pittsboro. In the future, we think it would be
more appropriate to include a letter from Pittsboro stating that they plan to take over the project after
Certification. And then the change of ownership form should be included with the Engineering Certification. 1
know this was only decided recently, since this application was submitted. For this one, we would Oust like
Pittsboro's confirmation (via responding to this email) that they are planning on taking over ownership of this
project.
------------
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"
DD,. Q�,�
Email correspondence to and frar:r this address is suOlect to the NOIth
Carolina Public: Records Law and may be disclosed to third parties.

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