WQ0043293_Application (FTSE)_20220301

R
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
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ‘..3...tH3%c13 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Tttu!.a.aifC1a ty�i (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: Joshua Bair .P)±: per IM. NCAC 02T .011E16lb)
Title; Director Of Engineering
4. Applicant's mailing address: 111 E. Second Street
City: Clayton State: NC Zip: 27520-
5. Applicant's contact information:
Phone number: [phone] Email Address: jbaird(atownofclaytonnc.org
II. PROJECT INFORMATION:
NC Dept of Environmental Qualify
I V22
Raleigh Regional Office
1. Project name: Ashcroft S. 2, phase 1 and 4
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6618° Longitude:-78.4331
5. Parcel ID (if applicable): 05H02200B
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Summerville License Number: 036418
Firm: Stewart Inc.
Mailing address: 101 W. Main Street
City: Durham State: NC Zip: 27701-T
Phone number: [phone] Email Address: tsummervilleOstewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek Permit Number: 00-25453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Under Review Downstream (Receiving) Sewer Size: 8 inch
System Wide Col item Peril urn si (i]FapplicalfleI: WQCS00147
Owner Name(s): Town of Clayton
FORM: FTA 04-16 Page 1 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 (EN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Aercernent IFORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Eforne?Froperty Owners' Association, has an Uuc]atiorial Agreement (FORM; 1-OA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater_ (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School f preschool / day care
❑ Food and drink facilities
❑ Businesses! offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
O Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial 0 % Commercial
% Industrial (age I5A NCAC 02T ,0103(20))
)Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under ISA NCAg Q Q11g ]? ❑ Yes
> lives, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by projec ;
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establishment Type (see 02T.01I4(f1)
Daily Design Flow'•"
No. of Units
Flow
Residential - Single Family
250 gal/day
135
33,750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
33,750 GPD
a See t SA NCAC 02T .01 1443211.4liflifj.1 and (0(21 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 0,S.4 A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA htCAC 02T,0I 143 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 33,750 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer 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 5

VII. GRAVITY SEVER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravit' Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
4,596
PVC
D Section 11 & 1I1 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section I11 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 (Pump Stations/Force Mainst
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2_ Approximate Coordinates (Decimal Degrees): Latitude: . Longitude; - k �`
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)
Length (feet)
Material
6. Power reliability in accordance with 1 A MAC 02T ,03o5(hj[]):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02.T .0305(h)(I)(B):
D 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
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)( I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(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.
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC, O T _03115in 14IA)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided fog
® Yes ❑ No
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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
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 (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building 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
➢ 15A, j%C 02T_0303ig) contains alternatives where separations in 02T,Olgab cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water ClassiReatiotrys webaaat<
➢ If noncompliance with IQ. T.1:134.15f f) or (A), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N A
➢ See the 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 I SA NCAC Q2iLOZ007
➢ This would include Trout Buffered Streams per 15A NCAC 2f3.t 202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the NI & Buffer Perrniktina Brunch
®Yes No ❑NIA
❑Yes ®No
5. Does project comply with IBA NCAQ 02T.O105(c)f 6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NC'AC 02 T105Jc11(6), 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 j 5A NCAC il2T.0402„ "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
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with thei, NCAC 02T, the Minimum Design CriAria for the Permitttie ofrimy. Swim's
ausiF rce Mains tlaI J istal and the gravity Sewer Mininthin Design Criteria (latest version) as applicable?
®Yes ❑No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Tim Summerville
(Professional Engineer's name from Application Item 1II.1.)
_attest that this application for
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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for 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 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 143-215.68, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Joshua Baird - Engineering Director
(Signature Authority's name & title from Application Item I.3.)
,attest that this application for
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. 1 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 143-2IS.A and L43-215,6D, 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: 2/21/2022
FORM: FTA 04-16 Page 5 of 5

DWR
Division or 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 Clayton
Project Name for which flow is being requested: Ashcroft Section 2 Phase 1&4
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: Little Creek
b. WWTP Facility Permit #: 0025453
All flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 + JoCo 1.4 i
Raleigh 1.75 - 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.8011
e. WWTP facility's actual avg. flow 3.013
f. Total flow for this specific request 0.0338
g. Total actual and obligated flows to the facility 3.8479
h. Percent of permitted flow used 68.1%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)-(A-D)
Design Obligated,
Pump 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***
Clayton- 2.5056 1.0022 0.3622 0.1933 0.5555 0.4467
* 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 (pf) 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): Clayton -Raleigh PS
Downstream Permit Number: WQ31521
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Joshua Baird 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 indicates acceptance of this wastewater flow.
Signing Official Signature
Page 2 of 6
2/20/2022
Date
FTSE 04-16

STEWART
STRONGER BY DESIGN
Ashcroft Section 2, Phase 1&4
Town of Clayton, Johnston County, North Carolina
The referenced site is located along the east side of Covered Bridge Road and the
south side of the Neuse River in Clayton, NC. The sanitary sewer extension is to
be built to serve a single-family residential community of 135 units constructed in 2
phases. Below is a table estimating the flows for this system at the ultimate build -
out. The following flow rates have been determined the allocation that has been
approved for the Town of Clayton:
TOTAL
PHASE
USE
#
UNIT
G/D/SF
(gal/u/d)
FLOW
(gal/day)
Single Family
1
Residential
Single Family
95
Lot
250
23,750
2
Residential
40
Lot
250
10,000
Sub Total 33,750 gal/day
The flows generated from all phases is what is being requested at this time,
101 WEST MAIN ST. T 919.380.8750
DURHAM, NC 27701 F 919.380.0752

VICINITY MAP

LETTER OF TRANSMITTAL
STEWART
TO
FROM
NCDEQ - DWR
TIM SUMMERVILLE
FTSE PERMITTING AND REVIEW
3800 Barrett Drive
Raleigh, NC 27609
[phone]
1
DATE
[02.28.2021
SENT VIA
Hand Delivery
PROJECT NUMBER PROJECT NAME
L20017
ASHCROFT SECTION 2, PHASES 1&4
COPIES
DATE
DESCRIPTION
1
COMPLETED FTSE APPLICATION
1
FLOW TRACKING APPLICATION
1
COVER LETTER
1
STREET LEVEL MAP
1
USGS MAP
1
CHECK FOR $480
For approval
For your use
As requested
For review & comment
Returned for corrections
❑ Approved as submitted
❑ Approved as noted
Returned after review
Resubmit copies for approval
COMMENTS
Please find enclosed Fast Track Sewer Application and all supporting documents
including plans and submittal fee. Contact me at 919.740.3397 or
rrem noitteskyitsulicasam if additional information is required.
NC Dept ofEnvironmentai Quality
MAR -1 r
SIGNED COPIED To
Raleigh Regional Office File
STRONGER EY DESIGN
101 WEST MAIN ST. T 919.380.8750
DURHAM. NC 27701 F 919.380.8752