WQ0043594_Application (FTSE)_20230823

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: l Cxy4 9J9(2go4 (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: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Tim Smith per 15A NCAC 02T _01061 b
NC Dept of I✓nvlronmental Quality
Title: Owner/Manager
4. Applicant's mailing address: 105 Weston Estates Way
City: Cary State: NC Zip: 27513-8619 JUL 7 2023
5. Applicant's contact information: .
Raleigh Regional Office
Phone number: [phone] Email Address: timO,12restondev.com
I1. PROJECT INFORMATION:
1. Project name: Chatham Park South PS I and 2 & Associated Force Main
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0043594 and issued date: 08/19/2022,
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: 35.7005 : Longitude: 79.1676"
S. Parcel ID (if applicable): 62411 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Diandra Hyman License Number: 045554
Firm: McKim & Creed, Inc.
Mailing address: 1730 Varsity Dr, Suite 500
City: Raleigh State: NC Zip: 27606-2689
Phone number: [phone] Email Address: [e-mail]
_,mckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo WWTP Permit Number: NCO0254147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): A to C 020354A03 (Proposed Sanford Regional Pump Station
2. Downstream (Receiving) Sewer Information: inch 1 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS (flow will discharge at WWTP)
Owner Name(s): City of Sanford
FORM: FTA 06-21 Page 1 of 5

Vl. 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 Developer's Operational Agreement (FORM: HEV) been attached?
❑ Yes [—]No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA. POA Operational_Agreement (FORM: HQA] and
supplementary documentation as required by 15A NCAC 02T.0I I5(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 preparationiservice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical. dental ! veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial % Industrial (See I SA NCACMT .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes 0 No
6. Hasa flow reduction been approved under I SA NCAC 02T .01 14(fl? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction amproval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow $.n
No. of Units
Flow
gal!
GPD
gaff
GPD
gal/
GPD
gal;`
GPD
gal/
GPD
gall
GPD
Total
GPD
a See I5A N 'AC 02T .01 14(bJ JdJ,&) I 1 and telf2l 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 15A 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: GPD (per 15A NCAC 02T .0l 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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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
VIII. 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: Chatham Park South Pump Station I
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.7021' Longitude: 79.1725'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.29 million 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): 200 gallons per minute (GPM) at 66 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
1130
C900 PVC
6
60
DIP
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.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I SA NCAC 02T .0305(h)(I 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0105 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump StationslForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Chatham Park South Pump Station 2
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.6973'- Longitude: 79.1621':
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 1_5 millions gallons per day (firm capacity)
D This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 1,049 gallons per minute (GPM) at 117 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
9,580
C900 PVC
8
160
DIP
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.I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 1 A NCAC 02T .03050h 11:
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - I SA 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 3A of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/altematives found in .1�A—KCAC-02T_.0305(f) & (&)? ® 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
'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-1 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-I 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 02T_0305(i) or JUL see Section X.I of this application
* 15A NCACO'_�T.03051Z 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 Surface Water Classifications wopa,$Lc
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) 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? []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: ® 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' 2B.1)202
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 NCAC 02T_OI05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A N 'A ' 2T.010 O), 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.).
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:
I. Does the submitted system comply with 15A Irl ' j: 02T. the Miniitatlllr Des C ' is o the Perwiflinkorpurnp Stations
d L. QLc - l verij ipaL and the trj r 5 xwer Minim Lim Lkij to CrikiJA (11Igst versionas 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 will be Issued
variance aggrovAl
reviews. Fgt UtRiects renuiringvadanSe3 or where the varlance Is determined ky.1he Division
sl nilllcant imirlion of the Ira ect the full technical review is re ulred.
2. Professional Engineer's Certification -
Chatham Park South PS 1 and 2 &
1, Diandra Hyman _ attest that this application for Associated Force Main _
(Professional Engineer's name from Applicatwn Item Ill I ) - (Project Nante from Application Item II 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 Drsigil Cril.tu0a far Q u ya' ilaleg nrsj M), and the btWimlim DcsiDcsiglt Criteria ftsr tzst Frticl: pgrmiltiaz
f Puing SlaimoAs and venionj Althottglt othet professionals may have deseloped certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000. as well as civil penalties up to $25.000 per violation. 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)
North Carolina Professional Engineer's seal, signature, and date:
Diandra L Hyman
2023.06.28
19:54:59-04'00'
Applicant's Certification per 15A NCAC 02T .0106(b):
I. Tim Smith , attest that this application for
(Signature Authority Name froia Application Item 13 )
`rtit,i,t,�+rrr+
,NO'� A CARp''-,,
QQ IV%
SEAL
045554 -
Chatham Park South PS 1 and 2 &
Associated Force Main
IProject Name from Application Item 11 I
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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 hind will result in an uninediate 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 orthis 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 — fit accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certificalion in any application package shalt be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10.000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

46
v� MCKIM&CREEept of Environmental Quality E N G I N E E R S
SURVEYORS
JUL f 673 PLANNERS
Raleigh Regional Office
June 28, 2023
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
M&C 01561-0023
RE: CP South LLC
Chatham Park South Pump Stations 1 & 2 and Associated Force Main
Fast Track Sewer System Extension Application Modification
(WQ0043594)
To Whom It May Concern:
We respectfully submit this request for a Fast Track Sewer System Extension
Application Modification to Permit No. WQ0043594 associated with the above -
mentioned project on behalf of CP South LLC, which is an affiliate of Chatham
Park Investors LLC.
This permit modification is being submitted to update the permittee to match the
flow reduction approval letter which has been included in this modification
package. Additionally, the pump station manifolded force main discharge
information has been updated. The physical location of the force main discharge
has not changed and no design changes from the original permit submittal have
been made. This manifolded force main is designed to discharge to the proposed
Sanford Regional Pump Station which is to be constructed at the existing Town
of Pittsboro Wastewater Treatment Plant after the plant is decommissioned. A
more detailed discussion is provided in the project narrative.
Included in this resubmittal are the following documentation:
Venture IV Building • Revised Fast Track Application FTA Forms 06-21 for PS 1& PS 2
1 730 vn.s,ty Drive
• Revised Project Narrative
• Flow Reduction Letter
Roleigh, NC 27506
Please do not hesitate to contact me at dhymanu -mL-kimcreed.com should you
have any questions or concerns. We appreciate your time and consideration
919 233 8091 regarding this matter.
Fox 919 233 8031
www mckrrncreed corn

Sincerely,
McKIM & CREED, INC.
Diandra Hyman
Senior Project Manager
cc: Robin Rose, Chatham Park Investors (electronic)

eAt°fEnvlr°�ii�nta� p
J awl;
U�
DESIGN NARRATIVE � �� �
FOR �ejghRe i
g onal pf�'e
FAST TRACK SANITARY SEWER PERMIT MODIFICAITON
CHATHAM PARK SOUTH PS 1 AND 2 & ASSOCIATED FORCE MAIN
M&C Project # 01561-0023
June 2023
,It 11l if I,,
=0P�FSS1pN��Z.9 ;
SEAL
- 045554 -
..GINS
Diandra L Hyman
2023.06.28
19:46:10-04'00'
Prepared by:
V MCMM&CREED
INGINI HS SURVEYORS PIANM Rti
Diandra Hyman, PE
McKim & Creed, Inc.
1730 Varsity Drive, Suite 500
Raleigh, NC 27606
P:919-233-8091

DESIGN NARRATIVE REVISION 1
1.0 PROJECT DESCRIPTION
The Chatham Park South PS 1 and 2 & Associated Force Main project includes the installation of
approximately 1,190 LF of 6-inch sanitary sewer force main (1,130 LF of PVC and 60 LF of DIP)
and 9,740 LF of 8-inch sanitary sewer force main (9,580 LF of PVC and 160 LF of DIP). The
project also includes construction of two duplex submersible sanitary sewer pump stations with
access drives. The proposed 6-inch force main alignment, from Pump Station 1, will generally
follow Moncure Pittsboro Road (SR 1012) southeast approximately 1,190 linear feet (LF) along
the south side of the road to the intersection with International Woodyard Road (SR 1962).
Similarly, the proposed 8-inch force main alignment, from Pump Station 2, will follow Moncure
Pittsboro Road (SR 1012) northwest approximately 3,030 LF along the south side of the road.
Near the intersection with International Woodyard Road, both force mains will discharge into a
manifolded force main system which will convey flow north approximately 6,710 LF and
discharge to an influent manhole at the proposed Sanford Regional Pump Station (SRWWPS).
The proposed SRWWPS (ATC 020354A03) will be constructed at the current location of the
Town of Pittsboro Wastewater Treatment Plant (WWTP) and will include the construction of a
18-inch force main (WQ0039910). The SRWWPS force main will discharge into the existing City
of Sanford sanitary sewer system with an ultimate destination to the City of Sanford Big Buffalo
WWTP (NC0024147). The Town of Pittsboro WWTP will be decommissioned as part of the
authorization to construct the SRWWPS.
2.0 PROJECT PURPOSE
The proposed pump stations and force main is intended to provide sewer service to the Del
Webb at Chatham Park (Townsend) North development and adjacent Chatham Park properties,
as well as future development areas. The project does not generate wastewater, so there is no
permitting of new sanitary sewer flows. Permits for the new flows will be provided in future
projects. Future flows, to be permitted under separate fast -track applications, will be primarily
single-family residential units with a proposed small school.
3.0 PROJECT LOCATION AND ALIGNMENT
The proposed 6-inch force main starts at Pump Station 1 (Parcel #89720) and extends southeast

along Moncure-Pittsboro Road. The proposed 8-inch force main starts at Pump Station 2 (Parcel
#7447) and extends northwest along Moncure-Pittsboro Road, towards Pump Station 1. Both
force mains discharge into an 8-inch manifolded force main, which turns north and runs cross
country behind the Potterstone Village development on Town of Pittsboro property or within a
Town of Pittsboro easement. The manifolded force main includes trenchless crossings of Turkey
Creek and Robertsons Creek, both to be installed via horizontal directional drill. The
manifolded force main includes NCDOT roadway crossings of International Woodyard Road
(SR 1962), which will be installed via open -cut, and of Moncure-Pittsboro Road (SR-1012), which
will be conducted via bore and jack.
The proposed pump stations, Pump Station 1 and Pump Station 2, are designed for a firm
capacity of 0.29 MGD and 1.5 MGD, respectively. Pump Station 1 is proposed to have a 10' by
11.5' wet well, while the wet well at Pump Station 2 is proposed as 10' by 20'. Each pump
station will include a wet well with two submersible pumps, meter vault with bypass piping,
odor control with bulk chemical storage, electrical and control panel rack, and a generator. A
permanent driveway will also be constructed at each pump station for access. The pump station
is designed for permanent onsite backup generator; therefore, a power reliability plan has not
been included with this submittal.

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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Mr. Timothy Smith, Vice President
Chatham Park Investors, LLC
100 Matrix Drive 8000
Cary, NC 27513
NORTH CAROLINA
Environmental Quality
March 10, 2023
NC Dept of Environmental Quality
JUL 7 ?J23
Raleigh Regional Office
Subject: Residential Flow Reduction Approval
Chatham Park Associated Areas (Oldham Tract, Mellott Tract, Grantham Tract,
Womble Tract, CPI Parcel 1, CPI Parcel 2, Clark Tract, CPI Parcel 3, CPI Parcel
4, CPT Parcel 5, CPI Parcel 6, Townsend Tract)
Chatham Park Investors, LLC
Chatham County
Dear Mr. Smith:
On November 6, 2022, the Division of Water Resources (Division) received a request for an
adjusted daily sewage flow rate (flow reduction) that would apply to all permitted but not yet
tributary residential connections and all future residential connections within the Chatham Park
Associated Areas (Oldham Tract, Mellott Tract, Grantham Tract, Womble Tract, CPT Parcel 1,
CPI Parcel 2, Clark Tract, CPI Parcel 3, CAI Parcel 4, CPI Parcel 5, CPI Parcel 6, Townsend
Tract) service area.
In accordance with 15A NCAC 02T .01 14(f)(2), the Division has evaluated the request, and
based on the data submitted, the Division hereby approves for use by Chatham Park Investors,
LLC 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 I- 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 the City of Sanford collection system (WQCS00047) or the Chatham Park
Water Recovery Center (NC0020354).
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
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be in compliance with the statutes, rules, regulations and minimum design criteria as certified by
the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the vermit for the treatment facility or exceed the
caacity of the sewers downstream of any new sewer extension or service connections .
In accordance with 15A NCAC 02T .01 14(f), the Division periodically requires reassessment of
wastewater flow data associated with the collection system or the receiving wastewater treatment
plant as applicable to confirm the suitability of the approved flow reduction value. Chatham Park
Investors, LLC shall submit documented, representative data in accordance with 15A NCAC 02T
.0114(f)(1)(A-H) prior to November 30, 2032. Failure to submit the required data by this date
will result in this flow reduction apgroval letter becoming null and void. Upon review of the
data the Division shall either reapprove, modify or not grant reapproval for the previously
approved flow reduction value.
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 Charlie Miller, P.E. at [phone] or by email at
Charlie.Mil ler(dncdenr.gov.
Sincerely,
Doc!u..Siwwgnerrd by:
AUKhJt.4 h
C454531431"IFE
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
Attachment: Chatham Park Associated Areas Site Map
CC: Nisha Thuruthy, P.E., McKim & Creed (NThuruthy_(dnick] mcreed.com)
Victor Czar, City of Sanford (victor.czarkusanfordnc.net)
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
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LIMITED LIABILITY COMPANY ANNUAL REPORT
1/612022
NAME OF LIMITED LIABILITY COMPANY: Chatham Park Investors LLC
SECRETARY OF STATE ID NUMBER: 0754605 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2022
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Corporation Service Company
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
0754605
CA202309900549
4l9I2023 11:56
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING SS
2626 Glenwood Ave Ste 550
Raleigh, NC 27608 Wale County
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: 9195313400
4. PRINCIPAL OFFICE STREET ADDRESS
100 Matrix Drive 8000
2626 Glenwood Ave Ste 550 r0f��yr,.
Raleigh, NC 27608
web
�egro�al
Wee
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
100 Matrix Drive 8000
Cary, NC 27513 Cary, NC 27513
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Donald R Parker
TITLE: President
ADDRESS:
100 Matrix Drive 8000
NAME: Timothy R. Smith NAME: Julian W. Rawl
TITLE: Vice President
ADDRESS:
100 Matrix Drive 8000
TITLE: Vice President
ADDRESS:
100 Matrix Drive 8000
Cary, NC 2751.3 Cary, NC 27513 Cary, NC 27513
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a persontbusiness entity_
David B. Keim
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
David B. Keim
Print or Type Name of Company Official
4/9/2023
DATE
Secretary
Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200.00
MAIL TO: Secretary of State, Business Registration Division. Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Donald R Parker
TITLE: Treasurer
ADDRESS:
100 Matrix Drive 8000
NAME: David B. Keim NAME:
TITLE: Secretary TITLE:
ADDRESS: ADDRESS:
100 Matrix Drive 8000
Cary, NC 27513 Cary, NC 27513
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INU wept ofEnvirOrLmental Quality
4 MCKIM&CREED
v
1730 Varsity Drive, Suite 500, Raleigh, NC 27606
TEL [phone] FAX [phone]
LETTER OF TRANSMITTAL
ADDRESS: NCDEQ-Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION:
JUL 7 A..;
Raleigh Regional Office
DATE: July 6, 2023
PROJECT 01561-0023
TASK #: 9A/SITED
RE: Chatham Park South Pump Stations l & 2 and
Associated Force Main
TRANSMITTAL #: 1
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ❑ Prints ❑ Submittals ❑ Samples
❑ Specifications ❑ Calculations ® Other - Check
Quantity
Drawing No.
Rev.
Description
Status
1
Fast Track Sewer Modification Permit Check (Check No. 14162
for $480.00)
H
Issue Status Code: A. Preliminary B. Fabrication Only
E. Construction F. For Review & Comments
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS: Enclosed is the check for Permit WQ0043594.
C. For Information D. Bid
G. For Approval H. See Remarks
3.Other
CC' McKIM & CREED, INC.
Signed:
Karen Mattingly