WQ0042690_Application (FTSE)_20210716

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: _[00qu I a.. (to be completed by DWR)
All items must be com leted or the aimlication will be returned
1. APPLICANT INFORMATION:
L Applicant's name: Town of Clayton (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 Baird per I SA N AC 021' ,01. _ 06(bl
Title: Town Engineer NC Dept of Environmental Quality
4. Applicant's mailing address: I I I East Second Street
City: Clayton State: NC Zip: 27528- JUL 16 2021
5. Applicant's contact information:
Phone number: [phone] Email Address: ibaidAtowitoklUtormc.oriz, Raleigh Regional Office
II. PROJECT INFORMATION:
I. Project name: Carolina Overlook- Portion of Phase 1
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 County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.40' Longitude: -78.26
5. Parcel ID (if applicable): 05HO2009
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: S. Salman Moazzam License Number: 028116
Firm: ESP Associates Inc.
Mailing address: 2200 Gateway Centre Boulevard, Suite 216
City: Morrisville State: NC Zip: 27560-
Phone number: [phone] Email Address: smoazzam es associates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek WRF Permit Number: NC00-25453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTFp
1. Permit Number(s): WQ00 KL9 Downstream (Receiving) Sewer Size: .. 14 inch
SJ stem Wide Collections System P rmit Number(s) f anjicpble): WQCS—=--r
Owner Name(s): 6 �p,l�n A � rN' t' !v rj
FORM: FTA 04-16 Pagel 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 ®N;'A
2. If the Applicant is a Developer of lots to be sold, has a Qe.velnuer's €fiseraiional A Freemen F(lRKI: DEV) been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a liome.'Propjgt Owners' A sociationRM; H
iha �t Upe-1ional Agreement ft OB been attached?
❑ Yes []No ®NIA
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 ! dental! veterinary facilities ❑ Swimming Pool ;'Clubhouse
❑ Food and drink facilities ❑ Church
Elffi
Businesses ! oces i factories El Swimming Pool/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial °fo Commercial
% Industrial (Se_e. 15A NCAC011 .010(20j)
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A HCA(" 021 .0114( f)? ❑ Yes ® No
If yes, Provides copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(f)l
Single Family Residential
Daily Design Flow'•° INo. of Units Flow
250 gal, day
165
41,250 GPD
gall
GPD
gall
GPD
gal!
GPD
gall
GPD
gal!
GPD
Total
41,250 GPD
a See 15A NCAC 02T .01 14 b d -LtX I I and (e)(2} 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 .0I 14(c), design flow rates for establishments not identified [in table 15A NCA(' 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 41.250 GPD (per 15,E NCAC 02T .41 14)
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 SEWER DESIGN CRITERIA (If Applicable) - 021 .0305 & i1IDC (Gra%iri Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,756 SDR 35 PVC
8 3,878 C900 PVC
Y Section II & M of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .0305 & MDC (Pump StationslForce 1liains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021' .0395J hl 11:
❑ 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
➢ 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)(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.
➢ 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

1X. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(f)):
I . Does the project comply with all separations found in 15 A NCAC 02'r .U3050) &,W ®Yes ❑ No
➢ 15A N AC 02T.030LW contains alternatives where separations in 0.i_J0 SJD cannot be achieved.
➢ **Stream classifications can be identified using the Division's N-C Surface Water 'lassi ications +ebCa e
➢ If noncompliance with 02T.0305(0 or {ei. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes []No ❑ N?A
Y 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 15A NCAt - 02B .0. 200? ® Yes ❑ No ❑ N?A
➢ This would include Trout Buffered Streams per) 5A NCAC 28,0202
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 R Buffer Permitting Branch
5. Does project comply with i5A NCAC 021.0105(cIL6) (additional permits/certifications)? ® Yes ❑ No
Per IAA Iy._LAC 021'_01051c)(6t, 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 021.0402, "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:
Does the submitted system comply with 1I 5A NCAC 02T, the Minimum Desi n Criteria for the Permitting, of Puin_V Stations
aid I orce Maim laic-st k cr.sinr�, and the Gray itx Se��er Minimum D si
Ug Cri eria latest v rsion 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 re uest is r uired Prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineers Certification:
S SALMAN MOAZZAM. PE
- attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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, 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 143-215.6B, 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,
North Carolina Professional Engineer's seal, signature, and date: CAN Ilk
•: v' SEAL •
LICENSE NO.: 028116 ;
F-1407 _ • •
Applicant's Certification per 15A N �t ��S CCIA� �� ��� ' "�t�kit\\ 06/16/2021
P p CAC 02T .0106(b): ►tttnttt
attest that this application for
(Signature Au ority's name J6��_ &title from pplication Item 1.3.}
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, andlor 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature: __1J -- -- Date. tI L •Z�a
FORM: FTA 04-16 Page 5 of 5

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
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: Carolina Overlook - Phase I
More than one FTSE naay 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 +
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Raleigh 1.0 = 4.9 MGD
0.7165
3.019
0.0413
3.777
0.771
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 i pl),
Daily Flow, Daily Flow, Obligated
Available
Number) MGD MGD
MGD MGD Flow
Capacity***
NRPS#2 2.5056 1.0022
0.3680 0.2180 0.5860
0.4162
* The Firm Capacity of any pump station is defined as the maximum pumped now 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): Sam's Creek Interceptor
Downstream Permit Number: WQ0030569
Page I of 6
I;TSC 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.
Signi lgtffticiia�l fSig—n—ature-
A�-Z�001
Date
Page 2 of 6
F1SF 04-16

4 ESP
June 29, 2021
Department of Environmental Quality NC Dept of Environmental Quality
Division of Water Resources
Water Quality Section JUL 16 2021
1628 Mail Service Center
Raleigh, NC 27699-1628
Raleigh Regional Office
RE: Carolina Overlook -Portion of Phase 1
ESP Project: HU53.400
Fast Track Sewer System Extension Application — Cover Letter
This application is for a proposed sanitary sewer extension for a portion of Phase 1 of the
Carolina Overlook subdivision located south of Covered Bridge Road and West of O'Neil
Street in the Town of Clayton, Johnston County, North Carolina. The proposed subdivision
consists of 165 single-family residential lots on 633.48 acres. Each single-family lot is
projected to produce a wastewater volume of 250 GPD, resulting in a total wastewater
volume of approximately 41,250 GPD. An 8" gravity line will service the subdivision and will
connect to an existing manhole to the south of the site.
The proposed sewer will consist of the following:
• 8" C900 PVC gravity sewer ..............3,878 LF
• 8" SDR35 PVC gravity sewer ............3,756 LF
• Sewer Manholes..............................45
• Gravity Lateral Connections .............165
In addition to this letter, the following items are included in the application package:
1. 2 copies of the Water and Sewer Construction Drawings
2. $480 application fee
3. Fast Track Application (FTA 04-16)
4. USGS Topographic Map
5. Project Vicinity Map
Please contact me if you have any questions or comments.
Sincerely,
ESP Associates, Inc.
Salman Moazzam, P.E.
Direct1 919.415.2718
slrioazza rnespassociates, com
'1200 Calcmq Ccnlrt, IIIvd., Suitr 2 1 G Morrimille, NC
I'honcr: 1,)11).678J 070 ho-iv 011),677.121
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4 ESP
2200 Gateway Centre Blvd., Suite 216
Morrisville, North Carolina 27560
[phone] - Phone
[phone] - Fax
www.espassociates.com
TO: De artment of Environmental Quality NC DEQ
Division of Water Resources
1628 Mail Service Center
Raleigh, NC 27699-1628
e are Sending:
CO PY................................I.........
TO:
(A) Addressee
(B) ESP Main Project File
(C) PM's Project File
9............................................................:'
LETTER OF TRANSMITTAL
ESP Project Name: Carolina Overlook (aka
Steeplechase Meadows) Phase')
Attention: NCDEQ - DWR
Date: June 29, 2021
F Enclosed Elchange Order Originals
Samples Computations Sepia(s)
=Literature FISpecifications Print(s)
=Copy of Letter EDCompact Disk 2 Set(s) of Plans
Copies Dated Sheet Description
1 FTA Cover Letter
2 FTA Application (One original & one copy)
1 FTSE - Flow Trackina form
These are Being Sent:
QX
For Your Approval
Approved as Noted ❑
Rx
For Your Use
For Your Review and Comment
Approved as Submitted
Approved as Changed
❑
For Your Signature
For Bids Due
❑
Returned for Corrections
Returned After Loan to Us
❑
❑
By: Courier
REMARKS:
UPS
Under separate cover
Corrected and Returned
As Requested
Q Mail
Q Other
Please see the Fast Track Application for sewer extension with the required submittal documents with this transmittal. Let me know if there are any
questions. Thanks.
NC Dept of Environmental Quality
Signed & Date Salman Moazzam, PE 6/29/2021
smoazzamOespassociates corn
Raleigh Regional Office Direct: 919.576.5454
If enclosures are not as noted, kindly notify us immediately