WQ0042584_Application (FTSE)_20210513

DocuSign Envelope ID, EDAAE89C-B6194F30.8EE6-A$96E88826C4
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 4(io be comploed by DWR)
All items must be completed or the application 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: Timothy R. Smith per 15A NCAC 02T ;0106ib}
Title: Vice President
4. Applicant's mailing address: 105 Weston Estates Way
City: Cary State: NC Zip: 17513-
5. Applicant's contact information:
Phone number: [phone] Email Address: robin(a-)prestondev.com
11. PROJECT INFORMATION:'
I. Project name: Chatham Park Section 5.1 Subdivision North Phases 5 & 6A
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2. Application/Project status: Proposed (New Permit) Existing Pcrmit/Project
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If a modification, provide the existing permit number: WQ00 and issued date:
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If new construction but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located: Chatham
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.731:' Longitude:-79,151'
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5. Parcel ID (if applicable): 0007250 & 86970
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
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I. Professional Engineer: Lesley R. England, PE License Number: 27568
Firm: WithersRavenel. Inc.
Mailing address: 115 MacKenan Drive
City: Cm State: NC Zip: 27511-
Phone number: [phone] Email Address: len land withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Chatham Park Water Recovery„ Center Permit Number: to be furnished
Owner Name: Chtaham Park Investors LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0041455 Downstream (Receiving) Sever Size: 8 inch
System Wide Collection Systgm Permit Numberisl Iifaanliga&kJ: WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 04-16 Pagel of5

DocuSign Envelope ID- EDAAE89C-B6194F3D-8EE6-AB96E88826C4
VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Develotx,r's Operational Agreement I FORM:f3f V) been attached?
® Yes ❑No ❑N!A
3. If the Applicant is a Homc'Prnpen Owners' Association, hos an Oijierational Agreement IFOR M: HQJ!been attached?
❑ Yes ❑No (ENrA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation?service ❑ Hotel andior Motels
❑ School / preschool / day care ❑ Medical 1 dental I veterinary facilities ❑ Swimming Pool 'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool?Filter Backwash
❑ Businesses 1 offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC oil' .a 103(201)
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14I6? ®Yes ❑ No
If yes, provide a copy of flow reduction apniroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14ftli
Daily Design Flow'-e
No. of Units
Flow
Single Family Housing
180 galiday (3 BR/unit)
121
21,780 GPD
gal?
GPD
gal;'
GPD
gal!
GPD
gall
GPD
gal!
GPD
Talal
21,780 GPD
a See 15A NCAC 021T _il l i 4rb1, id}, Ic.10 i and i elt2 1 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 NC.AC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 21,780 GPD (per I SA NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewcr where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of

DocuSign Envelope ID EDAAE89C-B619-4F30.8EE6-AB96£88826C4
VI1. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted;
Size (inches) Length (feet) Material
8 3,385 PVC
;0 Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
t Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pumn Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: -_ Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
t Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
Z 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_
FORM: PTA 04-16 Page 3 of

DocuSign Envelope ID- EDAAE89C-B6194F30-8EEB-AB96EB8826C4
IX. SETBACKS & SEPARATIONS —(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NfAC 02T _03 5 ® Yes ❑ No
D 15A NCAC 02T.0305 contains minimum separations that shall be orovided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer 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 11 impounded reservoirs used as a source of drinking water
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 see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Anv buildina foundation
5 feet
Any basement
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
D 15A NfAC 0 T_ 3 5 r contains alternatives where separations in 02T.03051 f1 cannot be achieved.
"Stream classifications can be identified using the Division's NC Syrfh= Water Clasiificatinns weboag
Z If noncompliance with 02T.0305(f) or I0. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ N A
D Seethe Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per lSA !NCAC 02B .02N? ® Yes ❑ No ❑ NIA
Z This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
)�, Information can be obtained from the 401 & Buffer Permittina Branch
5. Does project comply with 5, _NC.AC 02T.0105t0 ) (additional permitslcertifications)? ® Yes [:]No
Per 15A NCAC 02T.01 01c)f61, directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.04021 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[—]Yes ® No ❑ N.'A
D If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permilce's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

DcfcuSign Envelope ID- EDAAE89C-B619.4F3MEE6-AB96E88826C4
X. CERTIFICATIONS:
I. i)ocs tlic +ubtnittal system comply ►with 15A 1+,iCA . 02l, the nir ro.Desip Criwria furA11i..PLLrMj1littr of pump swjo�
l ln neflimt, st.ti ut , and the itikk1t.k-wgi hiinimu polo (Titer (i-qtru VI; Nino as applicable?
® Yes ❑ No
If No, complete and submit the VarianceWicnialivc Design Requcst application (VADC 10-14) and supporting documents for
rc%.icw. Approval orthe request Is required prior to submittal orthe Fast Track Application andsupporling documents.
2. Professional Engineer's Certification;
I, Lesley R. En land attest that this application for
(Professional Engineer's name from Application Item 111. I.)
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 or my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria fiir the fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 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 he guilty of a Class 2 misdemeanor, which may
include a tine not to exceed S 10.000, as well as civil penalties up to $25.000 per violation.
aaaaila0°ro°°°0
North Carolina Professional Engineer's seal. signature, and date: eaa�t N G A Rp°O'°•
X.
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Dx•Egn°tl by w ° 027568 0 Y
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tiae e�soae�Bn a p0 � •9°HP••• 4�aa
4/22/2021
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3. Applicant's Certific;tt:on per 15A NCAC 02T _0106(b):
(Signature Authority's nine & title from
Item 1.3.)
attest that this application for
has been reviewed by my and is accurate and complete to the best of my knowledge. I understand that Wall required pans 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 incomplele. I understand that any discharge of wastewaler 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, andlor criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I alw understand that if all required parts of this applicatiun 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.r215.frA and 143- 1C;, any person who knowingly makes any false
statement. representation, or certification in any application package shall be guilty ui' a Class 2 misdemeanur, which may
include a fine not to exceed S10,000 as well as civil penalties up to $25,000 per violation.
J
Signature; Date; K7 7.02-
FORM: FTA 04-I6 Page 5 of

DocuSign Envelope ID EDAAE89C-B619.4F3a8EE6-AB96e88826C4
III
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 04-16 & 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 15 A NCAC 02,1. and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 115A
NCAC 02T, 15A NCAC 02T .0300, Division policies and Eood 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 available upon request by the Division_
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 0iT.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review C Dept of Environmental Quality
Projects that require an environmental assessment in accordance with 15A NCAC IC .0100;
Projects that do not meet any part of the minimum design criteria (MDC) document; > MAY f 3
Projects that involve a variance from the requirements of 15A NCAC 2T; 2021
> Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
D STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); Ra1C! �h
> Vacuum sewer systems. Regional off
e@
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 of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (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.
�-, If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of S480.00 dated within 90 days of application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
`r- 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 North Carolina Secretary of State.
❑ if the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item I1.1 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 Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0I06(b).
Per 15A NCAC 02T .0106(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 04-16 & SUPPORTING DOCUMENTATION Page I of

DocuSign Envelope ID EDAAE89C•B6194F30-8EE6-AB96E88826C4
E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
i- 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 67(a)
i 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 1 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
> Location of the project (gravity sewer, pump stations & force main)
> Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit_
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc_).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), 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 NCAC 02T .0115(al(i) 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 Utilities Commission's Watir 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/Prove Owners' Associations
❑ Per 15A NCAC 02T .0115fc), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
® Developers of lots to be sold
® Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DEVh
For more information, visit the Divisions collection systems wehsile
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of

DocuSign Envelope ID EDAAE89C-B6194F30-BEE6-AB96E88826C4
THE COMPLETED APPLICATION PACKAGE INCLDING 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
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 28301-5094
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
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
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]
Janes, 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]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Chatham Park Investors LLC
Project Name for which flow is being requested: Chatham Pk Sec 5.1 North Ph 5&6A
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along; the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Chatham Paris Water Recovery
Center
b.
WWTP Facility Permit #: To be provided
c.
WWTP facility's permitted flow
0.5 All flows are in MGD
d.
Estimated obligated flow not yet tributary to the WWTP
0.0106
e•
WWTP facility's actual avg. flow
0.0
f.
Total flow for this specific request
0.0218
g.
Total actual and obligated flows to the facility
0.0324
h.
Percent of permitted flow used
6.48%
5%
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I1. 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)
Pump Pump
Design
Average
Station Station
Finn Daily Flow**
(Name or Permit
Capacity. * (Firm / pf),
Number) No.
MOD MOD
NIA
(B)
(C)
(D)=(B+C) (E)'(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated Available
Flow, MOD
MOD
Flow Capacity***
*;Me Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow Is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6
FTSE 10-18

I1I. 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.
7.
5ignin � �ricrl Sii,, crltarc-
V-P-
Title of Signing Official
2
Date T
Page 2 of 6
F'TSC 10-18

40 WithersRavenet
NoOur People. Your Success,
May 13, 2021
NC Dept of Environmental Quality
Department of Environmental Quality MAY 3���
Division of Water Resources
Attn: Jason Robinson
3800 Barrett Drive Ra[cigh Regional Office
Raleigh, INC 27609
RE: Chatham Park - Chatham Park Section 5.1 Subdivision North Phases 4A & 4B
Sewer System Extension Permit
Dear Mr. Robinson,
On behalf of Chatham Park Investors LLC, please find the attached documentation in support of a Fast Track
Application (FTA 04-16) for the referenced project. As noted in the application, this project will consist of
1,634 LF 8" PVC and 261 LF 8" ductile iron pipe of sewer located North of Thompson Street and on the
north and south sides of proposed Wendover Parkway. Sewer proposed with this project will connect to
downstream sewer located within Wendover Parkway that is permitted under WQ0041455 and is currently
under construction. The proposed sanitary sewer lines will serve 59 single family homes within this
development. Please note that the downstream Chatham Park WWTP (WQ0039375) is currently under
construction.
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 10,620 gpd based on NCAC 2T Rules for
wastewater flow rates and the DEQ approved sewer flow reduction of 60 gal/bedroom approved under
separate cover for Chatham Park. 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 04-16)
• Flow Tracking/Acceptance Form for Sewer Extension Application (FTSE 10-18)
• USGS Map
• Street Level Map
• Chatham Park Flow Rate Reduction Approval
• Check for $480.00 to NC DEQ
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0373 or [e-mail]-
Sincerely,
WitherSRavenel
4 A
Lesley R. land,
Project Manager
115 MacKenan Drive ( Cary, NC 27511
t. 919.469.3340 1 f, 919.467.6008 www.withersravenel.com ( License No. C-0832
Cary I Greensboro j Pittsboro I Raleigh I Wilmington

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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:
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 adiusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connection(s).
DNorth Carolina Department of Environmental Quality i Division of Water Resources ff 512 North Salisbury Street 1 1617 Mail Service Center ' Raleigh, North Carolina 27699 1617
• "� 919.7079000

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 [e-mail].
Sincerely,
for Linda Culpepper
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
Cc: Nisha Thuruthy, McKim & Creed (MThuruthyapmckimcreed.com)
Mike Meyers, Old North State Water Company (mmeyersenvirolinkinc
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

WithersRavenel
Our Peopte Your Success
55 Grant Drive, Suite D
Pittsboro, North Carolina 27312
t:919-469.3340 1 f: 919-467.6008
TO: NCDEQ- Division of Water Resources
3800 Barrett Drive; MAIL: 1628 Mail Service Center
Attention: Jason Robinson [phone]
Raleigh, NC 27609
WE ARE SENDING YOU
THE FOLLOWING ITEMS ❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
in5/13/21 • = • 02150098.20
Jason Robinson
Chatham Park Section 5.1 Subdivision North Phase
5 and 6A
NCDEQ Sewer System Extension Permit
❑ Under Separate Cover via
® Prints ❑ Plans
❑ Change Order ® Diskette
❑ Samples ❑ Specifications
® Other Check # 5355
3
DESCRIPTION
Cover Letter
3
Fast Track Sewer System Extension Application (FTA 04-16)
3
Flow Tracking for Sewer Extension Applications (FTSE 1 -18)
3
USGS Ma °pt of Fnvironmental Qual•
3
Street Level Map Ray
3
Developer's Operating reement
3
Chatham Park Flow Reduction Approval Letter a e[gh Regional U ff,c
1
$480.00 Application Fee (Check #5355)
CD with PDFs of all submittal documents
1
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑ Other
❑ FOR BIDS DUE _ ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit _
copies for approval
❑ Submit
copies for distribution
❑ Return
corrected prints
REMARKS: Please contact Lesley England via email at lengland@withersravenel,com or via phone at 919-238-0373
with questions and/or comments.
COPY TO: SIGNED:
If enclosures are not as noted, kindly notify us at once.