WQ0043298_Application (FTSE)_20220315

DWR
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
NC Dept of Environmental Qual
Application Number: ©J1m•1`a4e (to be completed by DWR) All items must be completed or the application will be returned MAR 15 2022
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Clanton (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Joshua Baird, PE per 18, CAti: 021 _Q 06ibl
Title: Director of Engineering
4. Applicant's mailing address: 111 E. Second Street
City: Clanton State: NC Zip: 27520-0879
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
Raleigh Regional Office
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: Spinning Mill Lofts at East Village
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: 35.64541 Longitude: -78.44916
5. Parcel ID (if applicable): 166818-39-6977
(or Parcel ID to closest downstream sewer)
II1. CONSULTANT INFORMATION:
1. Professional Engineer: Martv D. Bizzell License Number:,36908
Firm: Bass, Nixon and Kennedy. Inc.
Mailing address: 6310 Chapel Hill Drive
City: Raleigh State: NC Zip: 27607-4244
Phone number: (E1.2) 851-4422 Email Address: martv.bizzell a,bnkinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek WWTP Permit Number: NC00025453
Owner Name: Town of Clanton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0042259
System Wide Collection System Permit Number(s) (if applicable): WQCS00 1 10
Owner Name(s):Towf 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 ON/A
2. if the Applicant is a Developer of lots to be sold, has a)! cveloper s Operational A rccrrrent t FORM: DEV) been attached?
❑ Yes ❑No ®NSA
3. lithe Applicant is a lonieFtroperty Owners' Ais,.%lotion, has an Operational Agrcetnent LEOB.14s H(2AI been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
D Residential Owned
® Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
D Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC02 [ .0 103; 2 O 1)
)Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under l 5A NCAC" 02T .0114L Ii? ❑ Yes ® No
➢ If yes. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T114(1))
Daily Design Flow •,b
No. of Units
Flow
Multi -Family Residential 1BR/2BR
240 gal/unit
231
55440 GPD
Multi -Family Residential 3BR
360 gal/
24
8640 GPD
ga1.
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
64080 GPD
a See 1 A ['A(0 l• .01 14ibi, id), fell I a arid {el{2 i 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 JiA Nci5C 02T_011_4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: ,16,560 GPD (per 15. hf('AC 021 .01 i 4)
➢ 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) - 02T .0305 & MDC (Cravitr Sewers,):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
735
C900
8
525
DIP
➢ Section II & I11 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
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 02T .0305ihI I I:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
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.
➢ 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(0):
1. Does the project comply with all separations found in 15A NCAC 02T -0)05M & t
4,1
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall h•
®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)
I0 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 1 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 1X.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
➢ ] 5A N CA C 021 .0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpagc
➢ If noncompliance with 02T.{1.105[ FI or igl, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
➢ 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 all setbacks found in the river basin rules per ] 5A N. AC 112B .02011?
➢ This would include Trout Buffered Streams per E 5A NCAC 213 0202
® Yes ❑ No
® Yes ❑ No
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I S A NI AC 02T.0105(c ]{(,) (additional permits/certifications)? ® Yes ❑ No
Per PSA N('AC 02T.0105{0[6l, 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 ] 5 A NCAC 0;'7 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
➢ 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X: CERTIFICATIONS:
I. Does the submitted system comply with I5A NCAC 02T, the klinimum Design Criteria for the Pintilling of fuow SiJcions
and Force Mai>Es (Iatesr ►+crsion.F, and the Gravity. Sewer Minimum IT)esign t~'ritetia.latc.si versionl 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:
1, `"� ►M0.r�`
(P essional Engineer's name from Application Item III.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. 1 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:
ccR.Ctn
0 O DN: DigitallyC}US,r4 y sigMany D. Elizzell
Marty D. BizziII O . Nixon e >�d Kennedy
Nixon and Kennedy, Inc_
ng Engineers"; CN-Marry D.
Bizzei�
Date: 19:3Y:41.05'00'
TrD. Batik'
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Joshua Baird - Engineering Director
(Signature Authority's name & title from Application Item 1.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 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 14 3-2 k 5.6A and s 4.3-2 ] :.fill, 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:
FORM: FTA 04-16
Date: 3/10/2022
Page 5 of 5

DWR
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 Clayton
Project Name for which flow is being requested: Spinning Mill Lofts at East Village
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 +
Raleigh 1.75 = 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.7956
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
3.013
0.0641
3.8727
68.5%
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 pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Clayton- 2.5056 1.0022 0.3622 0.2051 0.5673 0.4349
* 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.
4 0
3/10/2022
Signing (Vaal Signature Date
Page 2 of 6
FTSE 04-16

E
Y7
O
March 15, 2022
E
co

N
K
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
6310 Chapel Hill Road, Suite 250, Raleigh, NC 27607
Telephone: [phone], Facsimile: [phone]
TO: DENR — Raleigh Regional Office
3800 Barrett Drive
Raleigh. NC 27609
WE ARE SENDING You:
❑ SHOP DRAWINGS
❑ COPY OF LETTER
ATTACHED ❑
❑ PRINTS
❑ CHANGE ORDER
DATE
3/14/22
JOB
No. 03-17033
ATTN.
Jason Robinson, PE
RE.
Spinning Mill Lofts at East Village
Sanitary Sewer Permit
UNDER SEPARATE COVER VIA
0 PLANS
THE FOLLOWING ITEMS:
0 SAMPLES 0 SPECIFICATIONS
COPIES
DATE
No.
DESCRIPTION:
1
FAST -TRACK APPLICATION
1
APPLICATION FEE - $480.00 CHECK NO. 3271
1
USGS TOPOGRAPHIC MAP
NC Dept of Environmental Qualit3
MAR
15 2022
Raleigh Regional Office
THESE ARE TRANSMITTED AS CHECKED BELOW:
® FOR APPROVAL
❑ FOR YOUR USE
❑ AS REQUESTED
❑ FOR REVIEW AND COMMENT
REMARKS:
❑ APPROVED AS SUBMITTED
O APPROVED AS NOTED
❑ RETURNED FOR CORRECTIONS
❑ RESUBMIT COPIES FOR APPROVAL
O SUBMIT COPIES FOR DISTRIBUTION
❑ RETURN CORRECTED PRINTS
CI
O FOR BIDS DUE , 20 ❑ PRINTS RETURNED AFTER LOAN TO US
PLEASE SEE ATTACHED FTA FOR SPINNING MILL LOFTS EAST VILLAGE IN CLAYTON
PLEASE CONTACT ME WITH ANY QUESTIONS OR COMMENTSAT 919-851-4422 OR
MARTY.BIZZELLCa�BNKINC.COM
THANK YOU,
COPY TO: SIGNED: MARTY D. BIZZELL, PE, CPESC