WQ0045625_Original Application_20240703

State of North Carolina
Department of Environmental Quality
"'DWR Division of Water Resotirces
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Numberyi 9 00 be completed by DWR)
All items must be completed or the avpiication will be returned
I. 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: Robin Rose per 15A NCAC 02T .0106(b)
Title: Registered Agent
4. Applicant's mailing address: 105 Weston Estates Way
City: Cary State: NC Zip: 27513-
5. Applicant's contact information:
Phone number: 919 481-3000 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Section 4.5 Gravity Sewer
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: 35.6962 Longitude:-79.1615
5. Parcel ID (if applicable): 7447 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Wesley Hutchins License Number: 049224
Firm: McKim & Creed
Mailing address: 4300 Edwards Mill Road Suite 200
City: Raleigh State: NC Zip: 27612-
Phone number: [phone] Email Address: whutchins(-?a.mckimcreed.com
IIAoKIM & CREED, IINC 40797
` 4300 EDWARDS MILL ROAD SUITE 200
RALEIGH. NC 27612
60-ISM433
1059
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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Numbelov-0 �% o be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I . Applicant's name: Chatham Park Investors LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ GeneraI Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal .� ® Other
3. Signature authority's name: Robin Rose per 15A NCAC 02T .0106(b) `f jel)iorc_ J,r
Title: Registered Agent
4. Applicant's mailing address: 105 Weston Estates Way
City: Cary State: NC Zip: 27513- 32pZ4
5. Applicant's contact information:
Phone number: [phone] Email Address: robin(a-),nrestondev.com
11. PROJECT INFORMATION:
1. Project name: Section 4.5 Gravity Sewer
2. Application/Project status: ® Proposed (New Perrot) ❑ 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: 35.6962 Longitude:-79.1615
5. Parcel ID (if applicable): 7447 (or Parcel ID to closest downstream sewer)
1I1. CONSULTANT INFORMATION:
I . Professional Engineer: Wesley Hutchins License Number: 049224
Firm: McKim & Creed
Mailing address: 4300 Edwards Mill Road, Suite 200
City: Raleigh State: NC Zip: 27612-
Phone number: [phone] Email Address: whutchinsQmckimcreed.com
TV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo WWTP Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0043594
2. Downstream (Receiving) Sewer Information: 12 inch Gravity ® Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00146
Owner Name(s): TriRiver Water
FORM: FTA 10-23 Pagel 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 iFORM: DEV) been attached?
[:)Yes ❑ No ®NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOAiPOA QKratiottal ,A,grcernent (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes [:]No ® N/A
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 / day care ❑ Medical idental 1 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: 0.6 Domestic °-o Commercial ° o Industrial (See 15A NCAC 02T .0 10320 )
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(t) ® 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.0I14(f))
Daily Design Flow',b
No. of Units
Flow
gal:
GPD
gal:
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .01 14(b), dc11. {e ! and (e)(2) for caveats to wastewater design flow rates (i.e. 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.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 0 GPD (per 1J&NVAC 02T .01 14 and G.S..43-215.1)
➢ 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 Dale:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 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
800
DIP
8
930
PVC
15
1,100
PVC
16
610
DIP
18
180
DIP
18
130
PVC
➢ Section Il & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D 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 (Puma 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 2.01C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with l5A NCAC 02T .0305(h)(l ):
❑ 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(b)(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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all scparations/alternatives found in 15A NCAC 02T .0305i 0 & I �,u ' ® 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-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-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(f) or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) 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 wcbpage
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(o 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: Cape Fear ❑ 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 0202
5. Does the project require coverage/authorization under a 404 Nationwide 'individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC02T.0105(cX6) (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 l 0-23 Page 4 of 5

X. CERTIFICATIONS:
[. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria ftr the Permitting of Pump Stations
and Force Mains (latest version), and the GMyity Sewer Minimum Design Criteria (latest vcrsiona 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. Approvat of the request will be issued
concurrently with the anoroval of the hermit, and projects requiring a variance approval may be subject to Ionizer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
siiniiicant portion of theyroiect, the full technical review is reouired.
2. Professional Engineer's Certification:
I, LStS�I.t �..Lt�,.►�5 , attest that this application for 7 eeL.inIt's-
. >�..••r
(Professional ,ngmeer's name from Application Item III .) (Project Name 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 Design Criteria for Gravity Sewers (latest version and the Minimum i n Criteria fo the Fast -Track Permitting
of Pump Stations and Force Mains (i test version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, 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)
tjt144441ty0"t
North Carolina Professional Engineers seal, signature, and date:
Q
'' fir• Z:
3. Applicant's Certification per 15A NCAC 02T .0106(b),-
I, , attest that this application for SCG�•'.r` y• (i�o�w: stw+s!
(Signature Auth�A[nC from Application Item 13) (Project Name from Application Item 11 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 143-215.6B, 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 $t0,000 as well as civil penalties up to $25,000 per violation.
Signature: _ �Q. - Date: 1-1- 21 _
FORM: PTA t0-23 Page 5 of

L Dept
State of North Carolina
DWR
Department of Environmental Quality
!Ul_ Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INS3'ItUCTIONS FOR F9RM: FTA 10-23 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of I',A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® Submit the completed and appropriately executed application.
D If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
Nar0i Caroliim ,.crctat- ° of State.
❑ If the Applicant Type in Item 1.2 is a partnership or dlb/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
❑ The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Eneincer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with I. �A NCAC" 02T .0106(b). Per
15A NCAC 02T .0I06(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (if Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S 143-215 b7(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NUAC 02T .0 05i Nj 11, submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A b[C.AC 02T .0l 15ialf I 1 provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Util.itic5 Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ Home/Pronerty Owners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(e), submit a copy of the Articles of incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
O Per 15A NCAC 02T .01 151 N, submit the properly executed Operauonal Ajtrccmcnt tFORM DEV i
For more information, vivil the Division's collection sy.vlems ivehsite
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE 1NCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

v MCKEV&CREED
v
4300 Edwards Mill Rd,
July 1, 2024
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Chatham Park Investors LLC
ENGINEERS
SURVEYORS
T��; 1�e;lt of : ';1.?Oia'i�i:/A N N E R S
JUL - 3 2024 M&C 01561-0028
Chatham Park Section 4.5 Gravity Sewer
Fast Track Sewer System Extension Application
To Whom It May Concern:
We respectfully submit the documents listed below for approval on behalf of Chatham Park
Investors LLC for the subject project. The Section 4.5 Gravity Sewer project installs
approximately 180 linear feet (LF) of 18-inch ductile iron (DI) sanitary sewer pipe, 130 LF of 18-
inch PVC sanitary sewer pipe, 610 LF of 16-inch DI sanitary sewer pipe,1,100 LF of 15-inch PVC
sanitary sewer pipe, 800 LF of 8-inch DI sanitary sewer pipe and 930 LF of 8-inch PVC sanitary
sewer pipe.
A permit application package was previously submitted to NCDEQ for approval, at which time
the Section 4.5 Gravity Sewer project was assigned a permit number but did not undergo the
review process. Per NCDEQ a new permit application package is being submitted and a new
permit number should be generated.
The proposed sewer line construction and associated temporary stream impacts do not meet
any of the conditions that require written authorization from the USACE nor NCDWR and we
have developed a Non Notifying Authorization memorandum under a Nationwide-58 permit
to reflect this.
Included in this submittal are the following:
• Fast Track Sewer Extension Application
• Project Narrative
• Flow Reduction Letter
• Check No. 40797 in the amount of $600.00
Suite 200
Please do not hesitate to contact me at WHutchins a mcktmcreed. corn should you have any
R a e i g h , NC 27612 questions or concerns. We appreciate your time and consideration regarding this matter.
Sincerely,
91 9.233.9091 McKIM & CREED, INC.
www.mckirncreed.com 1�
Wesley Hutchins, P.E. - Project Manager

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v, M K M&CREED
1730 VARSITY DRIVE, SUITE 500, RALEIGH, NC 27606 JUL ` 2024
TEL [phone] . FAX [phone]
LETTER OF TRANSMITTAL
ADDRESS: NC DEQ Water Quality Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION:
DATE: July 3, 2024
PROJECT #: 01561-0028
TASK #: PERMIT
RE: Section 4.5 Gravity Sewer
TRANSMITTAL H: 1
PAGE 1 OF 1
WE ARE SENDING: ❑✓ Originals ❑✓ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑✓ Other - Check
Quantity
Drawing No.
Rev.
Description
Status
2
Fast Track Sewer Application
G
2
USGS Map
C
2
Project Narrative
C
2
Flow Reduction Letter
C
2
Cover Letter
C
1
Check No. 40797 ($600.00)
C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS: A permit application package was previously submitted to NCDEQ for approval for this project, at which time
Section 4.5 Gravity Sewer project was assigned a permit number but did not undergo the review process. Per NCDEQ,
a new permit application package is being submitted and a new permit number should be generated.
CC: McKIM & CREED, INC.
Signed
Amanda Privette, PE

AGENT AUTHORIZATION
The undersigned, being the sole Manager of Chatham Park Investors LLC, a North Carolina limited
liability company, CPF LLC, a North Carolina limited liability company, CP South LLC, a North Carolina
limited liability company, 15-501 East LLC, a North Carolina limited liability company, 15-501 West LLC,
a North Carolina limited liability company, and Chatham Development One Inc., a North Carolina
corporation, each of the foregoing being referred to herein as an "Entity" and the foregoing together being
referred to herein as the "Entities", hereby appoints each of Robin R. Rose and Vanessa T. Jenkins as Agent
to execute the following in connection real property owned by the Entities:
1. Closing Statements for sale of real property owned by each Entity.
2. Affidavits with respect to liens, leases, and parties, in possession, non -foreign certifications,
and other closing documents for sale of real property owned by each Entity.
Contracts with contractors and utility providers for construction or installation of
improvements on or to service real property owned by each Entity and contracts for provision
of services to real property owned by each Entity.
4. Easements with utility providers for provision of services to real property owned by each
Entity.
This Agent Authorization is effective as of the date of execution indicated below and shall continue
in effect until revoked in writing by a Manager or President of the applicable Entity. Either one of the
foregoing Agents may execute any of the foregoing without joinder of the other Agent.
Z
Donald R. Parker,
Manager of Chatham Park Investors LLC, CPF LLC,
CP South LLC, 15-501 East LLC, and 15-501 West LLC
Donald R. Parker,
President of Chatham Development One Inc.
North Carolina, Wake County
I certify that the following person personally appeared before me this day and acknowledged to me
that he executed the foregoing document in the capacities indicated: Donald R. Parker.
Date: 14 — I H— �.Q i
(affix seal or stamp here) a.•"! ........... — —
.�ti,.�-% o Notary Public
ti {' 01 A R y' 6 rinted/Typed Name:
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DESIGN NARRATIVE
FOR
FAST TRACK SANITARY SEWER PERMIT Aic), !0 f
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CHATAM PARK
Many Choices. One Place.
Chatham Park Investors LLC
Section 4.5 Gravity Sewer
105 Weston Estates Way
Cary, North Carolina 27513
M&C Project # 01561-0028
March 2024
Prepared by:
vMCMM&CREED
Wesley Hutchins, PE
McKim & Creed, Inc.
4300 Edwards Mill Road, Suite 200
Raleigh, NC 27612
P: 919 233 8091

DESIGN NARRATIVE
1.0 PROJECT DESCRIPTION
A permit application package was previously submitted to NCDEQ for approval, at which
time the Section 4.5 Gravity Sewer project was assigned a permit number but did not undergo
the review process. Per NCDEQ a new permit application package is being submitted and a
new permit number should be generated.
The Section 4.5 Gravity Sewer project installs approximately 180 linear feet (LF) of 18-inch
ductile iron (DI) sanitary sewer pipe, 130 LF of 18-inch PVC sanitary sewer pipe, 610 LF of 16-
inch DI sanitary sewer pipe, 1,100 LF of 15-inch PVC sanitary sewer pipe, 800 LF of 8-inch DI
sanitary sewer pipe and 930 LF of 8-inch PVC sanitary sewer pipe. The proposed gravity
sanitary sewer outfall is a new gravity outfall installed for future development consisting of
primarily single family residential homes. The site is located south of Moncure Pittsboro Rd
and east of US 87 S. The total project has approximately 3.13 acres of disturbed area.
2.0 EXISTING SYSTEM
The proposed gravity sanitary sewer will tie-in to the proposed wet well at Chatham Park South
Pump Station No. 2. This downstream receiving sewer is permitted under WQ0043594. The
Town of Pittsboro's existing WWTP will be converted to a regional pump station (known as the
Sanford Regional Pump Station) and a new force main to convey raw wastewater will be
constructed to discharge flow to the City of Sanford's Big Buffalo Wastewater Reclamation
Facility (NPDES Permit NC0024147). This regional pump station and force main project is in
redesign by the City of Sanford with anticipated constructed beginning in Summer 2024; no
further update is available at this time. No flow will be generated until all projects are online,
certified, and operational.
3.0 PROPOSED ADDITIONS
The proposed construction will add approximately 180 linear feet (LF) of 18-inch ductile iron
(DI) sanitary sewer pipe, 130 LF of 18-inch PVC sanitary sewer pipe, 610 LF of 16-inch DI
sanitary sewer pipe, 1,100 LF of 15-inch PVC sanitary sewer pipe, 800 LF of 8-inch DI sanitary
sewer pipe and 930 LF of 8-inch PVC sanitary sewer pipe and sixteen (16) sanitary sewer
manholes. The proposed sanitary sewer is a new gravity outfall installed for future
development that extends to a future sanitary sewer wet well and has been sized accordingly
per NCDEQ's adjusted daily sewer flow rate approval dated January 2019. The future
development that will contribute flow to the proposed gravity sewer system will consist of
primarily single-family residential areas as well as an amenity center and a park. The project
does not include the permitting of new sanitary sewer flows as no flow -generating development

will occur directly related to this project. Other consultants will provide permits for the new
flows in future projects for the development through submittal of separate Fast Track Sanitary
Sewer Permit applications for each portion of the upstream infrastructure.

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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Chatham Park Investors, LLC
c/o Tim Smith
100 Weston Estates Way
Cary, NC 27513
NORTH CAROLINA
Environmental Quality
January 14, 2019
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
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On July 16, 2018, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Chatham Park Development service
area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request as well as
additional information received on October 15, 2018, and based on the data submitted and the
Division of Water and Infrastructure (DWI) guidance, the Division hereby approves for use by the
Chatham Park development an adjusted daily sewage design flow rate with the following
conditions:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons per
day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to Chatham Park collection system.
Future sewer extension applications should be made using the flow reduction amount stated above.
All other aspects of the permitting process remain unchanged, and all applications must be in
compliance with the statues, rules, regulations and minimum design criteria as certified by the
owner and engineer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flows_
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connection(s).
�DE CZ North Carolina Department of Environmental Quality Division of Water Resources
_ 512 North Salisbury Street 1 1617 Mail Service Center Raleigh, North Carolina 27699 1611

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 Christjn.Fe, 1enbauf,h;racdenrov.
06
Sincerely,
&jj4i.J'
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 mckimcreedsom)
Mike Meyers, Old North State Water Company ([e-mail])
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Chatham Park Investors, LLC
c/o Tim Smith
105 Weston Estates Way
Cary, NC 27513
NORTH CAROLINA
Environmental Quality
December 18, 2020
Subject: Multi -Family Residential Flow Reduction Approval
Chatham Park Development
Chatham Park Investors, LLC
Chatham County
Dear Mr. Smith,
On July 2, 2020, 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 sewer
connections and all future multi -family residential connections within the Chatham Park
Development.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request, 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 for the multi -family (apartment) sewer connections tributary to the Chatham Park Collection
System with the following conditions:
• The minimum flow for 1- and 2-bedroom apartment dwellings shall be 144 gallons per day.
Each additional bedroom above two bedrooms per apartment dwelling shall increase the
volume by 72 gallons per day per bedroom (e.g. three bedroom apartments shall utilize 215
gallons per day).
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations.
Future sewer extension applications should be made using the flow reduction amount stated above.
All other aspects of the permitting process remain unchanged, and all applications must be in
compliance with the statues, rules, regulations and minimum design criteria as certified by the
owner and engineer.
Re>;ardless of the adiusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the permit for the treatment facility or exceed the capacity of
the sewers downstream of any new sewer extension or service connection(s).
D Q
�� North Carolina Department of Environmental Quality Division of Water Resources
_ 512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699 1617
+... +..��&m! /"� 9197079000

Chatham Park Development
Adjusted Daily Sewage Flow Design Rate
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.E. at [phone], or via email
at Christyn.Fertenbaugh@ncdenr.T
Sincerely,
DocuSigned by:
k...
99AEF3639o9A4OE
for S. Daniel Smith
Director, Division of Water Resources
by Christyn L. Fertenbaugh, P.E.
Municipal Permitting Unit
Cc.. Nisha Thuruthy, P.E., McKim & Creed ([e-mail])
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit files (electronic copy)

0 LIMITED LIABILITY COMPANY ANNUAL REPORT
116/2022
NAME OF LIMITED LIABILITY COMPANY, Chatham Park Investors LLC ,
I Fling Ofllfoe -use 6nly
SECRETARY OF STATE ID NUMBER: 0754605 STATE OF FORMATION: NC ��o,E - Filed Annual Report
0754605
CA202309900549
REPORT FOR THE CALENDAR YEAR: 2022 �� . 4/9/2023 11:56
SECTION A. REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Cnrrxnra
2. SIGNATURE OF THE NEW REGISTERED AGENT:
✓8 h � Changes
Service Companv
SIGNATURE CONSTITUTES CO13SENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT 6FFICE MAILING ADDRESS
2626 Glenwood Ave Ste 550
Raleigh, NC 27608 Wake County
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2626 Glenwood Ave Ste 550
Raleigh, NC 27608_
2. PRINCIPAL OFFICE PHONE NUMBER: 91953/3400 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
100 Matrix Drive 8000 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
NAME: Timothy R. Smith NAME: Julian W. Rawl
TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
100 Matrix Drive 8000 100 Matrix Drive 8000 100 Matrix Drive 8000
Cary, NC 27513 Cary, NC 27513 Cary, NC 27513
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a personlbusiness entity.
David B. Keim
4/9/2023
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form
David B. Keim Secretary
Print or Type Name of Company Official 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
1

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Donald R Parker
NAME. David B. Keim
NAME:
TITLE: Treasurer
TITLE. Secretary
TITLE:
ADDRESS:
ADDRESS:
ADDRESS:
100 Matrix Drive 8000
100 Matrix Drive 8000
Ca-,=, NC 27513
Cay, NC 27513
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