WQ0043036_Application (FTSE)_20211124

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:},t QG* (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Fuquay-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation 0 General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal 0 Other
3. Signature authority's name: Michael Wagner, PE per 1 SA NCAC 02T,01061b)
Title: Public Utilities Director
4. Applicant's mailing address: 1415Holland Rd
City: Fuquay-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name; Currin Pror}erty phase I
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.586423228. Longitude:-78.813699804.
5. Parcel ID (if applicable): 0656583491 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Thomas Spaulding License Number: 019375
Firm: The Spaulding Group. PA
Mailing address: 5318 Burning Oak Ct
City: Raleigh State: NC Zip: 27606-
Phone number: [phone] Email Address: tom(a;spaulding-group.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name:North Harnett County WTTP
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ unknown
2. Downstream (Receiving) Sewer Information: 8 inch
t bept of Environmental Quality
NOV 24 202f
Raleigh Regional Office
Permit Number: W00021636
® Gravity
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 06-21
❑ Force Main
Page 1 of 5

V1. GENERAL REQUIREMENTS
i . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No (g1 N/A
2. If the Applicant is a Developer of lots to be sold, has a Dc eloper'. ()perjonai Agreement 1[OM DEV) been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an ()OA/('OA Operational Agreement {FORM: 11OA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No CO N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
['Retail with food preparationlservice
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 021 ;01031.20))
If Industrial, is there a Pretreatment Program in effect? ❑ YesD No
6. Has a flow reduction been approved under 15 1_NCA(_021 .01 I4(F1? ® Yes ❑ No
If yes. provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(f))
Daily Design Flow `'D
No. of Units
Flow
Single Family Units
300 gal/day
108
32,400 GPD
gal/
GPD
gall
GPD
gaU
GPD
gal/
GPD
gal/
GPD
Total
3p GPD
a See 15A NCAC 021 .01 14(bi, (dl, te){I.1 an<i. eJ(?j 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 Co.5. 42A-4).
b Per 1 5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NW.AC 021.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9k'GPD (per 15A_NC'AC 021 .0114)
Do not include future flows or previously permitted allocations
1f 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
NC Dept of Environmental Quality
Nov 14 2011
Raleigh Regional Office
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Grasit7 Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
6,453
PVC
8
139
1
DIP
D Section II & 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 (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name; .
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
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) : gallons per minute (GPM) at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
t' Dept of Environmental Quality
NOV 2 4 2021
Raleigh Regional Office
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0IC.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02I ,0305(h1(1):
❑ Standby power source or ❑ Standby pump
D Must have 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
D 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.
D If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in I5A NCAC 021- .0305(1) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 I1 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 WI..
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 O T.O3051f) or (f:). see Section X.1 of this application
*15A NCAC 02T_0305(;) contains alternatives where separations in 02TA305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications wel ate
2. Does this project comply with the minimum separation requirements for water mains? ❑ Yes ❑ No ®N'A
➢ If no, please refer to 15A NCAC 1 8C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirement_% 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 0213.0200' ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 011.0105(c III+) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 021.0105(0(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 I 5A NCAC 02T.04. , "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desiun `ritcria for the Permitting of Pump Stations
and Force Mains jlatest ertitonh and the Gravity Sewer Minimum Design Criteria i latest version} as applicable?
®Yes El 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
concurrently with the approval of the permit. and protects requiring a variance approval may be subject to longer
review times. For protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project. the full technical review is required.
2. Professional Engineer's Certification:
I, Thomas Spaulding , attest that this application for Currin Property
(Professional Engineer's name from Application Item 111 1.) (Project Name from Application Item I1 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 of my knowledge. 1 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 Gravies Sewers (latest version), and the Minimum Design Criteria for the Fast -.I rack Pemiittinj
pf 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 I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes I43-215.6A 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 $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:
NC Dept of Environmental Quality
NOV 2 4 2021
3. Applicant's Certification per 15A NCAllakji0610t1a1
Office
1, _ , attest that this application for
(Signature Authority Name from Application Item 1.3.)
(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 retumed 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. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. 1 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 .143-21 .fiA and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
11 /01 /2021
FORM: FTA 06-21 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Currin Property
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
Allflows are in MGD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 2.112 MGD
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
0.653 MGD
0.182 MGD
0.636 MGD
0.641 MGD
5.234 MGD
1.344 MGD
0.676 MGD
2.568 MGD
0.646 MGD
0.032 MGD*
7.378 MGD
2.029 MGD
0.858 MGD
3.204 MGD
1.287 MGD
h. Percent ofpermitted flow used 98.37%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.

List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)�B+C) (E)—(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
SLS 120 14.4 5.76 3.558 2.023 5.581 0.179
* The Firm Capacity 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 (pi) not less than 2.5.
*** 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): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
III. Certification Statement:
I Glenn McFadden 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 addendum for which I am the responsible party. Signature of this
form indicates acvtance of this wastewater flow.
Signing Official Signature
27
Date
NE Dept of Environmental Qualit>
NOV 2 11 2021
Raleigh Regional Office
2

THE SPAULDING GROUP, PA
planning • civil engineering
NC Dept of Environmental Quality
Currin Property Phase 1
NOV 2 y 2021
Project Narrative: Raleigh Regional Office
The proposed Currin Property Development is located at 210 Coley Farm Road, Fuquay
-Varina, NC 27526. The site is located in the Northeast corner of the intersection of NW
Judd Parkway and Coley Road. The ultimate project includes infrastructure construction
for 210 Townhomes and 4 non-residential parcels. The enclosed permits are for
infrastructure construction associated with phase 1 (108 townhomes). The homes in
Phases 1 will be served by 6,453 LF of 8" PVC and 139 LF of DIP sewer mains with a
proposed flow of 32,400 GPD. A sanitary sewer outfall will be constructed within the
project site and connect to an existing sewer outfall in the Right of Way of Coley Farm
Rd adjacent to the site. Please see enclosed Utility Plans.
Project Schedule:
Construction of the Currin Property Phase 1 is anticipated to begin in December of 2021.
Infrastructure construction for phases 1 is estimated to be complete by May of 2022.
NC Dept of Environmental Qualit.
NOV 2 4 2021
Raleigh Regional Officc

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PREPARED FOR:
WILBON PROPERTIES, LLC
1611 JONES FRANKLIN RD
SUITE 101
RALEIGH. NC 27606
DATE : 09/27/2021
S&N FIRM CERT. 1: C-1875
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THE SPAULDING GROUP, PA
planning f civil engineering
1611 jener Frvnllin RmdSieih 101 Ralik& NC 27606
Pbone(919)854-7990 Fin (9191854-7925
PROJECT ENGINEER:
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
BD
PROJECT SURVEYOR:
ROBINSON & PLANTE, PLC

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SEWER PERMIT
STREET LEVEL MAP
PREPARED FOR:
WILBON PROPERTIES, LLC
1611 JONES FRANKLIN RD
SUITE 101
RALEIGH. NC 27606
DATE : 09/27/2021
S&N FIRM CERT. #: C-1875
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THE SPAULDING GROUP, PA
planngng .-velengineerina
1611 AnaRvMkn RaadSYih101Rakigh, NC27606
Phone [phone] Fax [phone]
PROJECT ENGINEER:
THOIMAS J. SPAULDING
PROJECT CADD DESIGNER:
BD
PROJECT SURVEYOR:
ROBINSON & PLANTE, PLC