WQ0042661_Application (FTSE)_20210617

State of North Carolina
[)W40�� 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. fwa, 6 del ?= (k f (lobe completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: CITY OF WILSON. NC (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: W.T.BASS IV per 15A NCAC 02T:0106(b) NC Dept of Environmental Quality
Title: CITY ENGINEER
4. Applicant's mailing address: P.Q.BOX 10 JUN 17 2021
City: WILSON State: NORTHCAROLINA Zip: 27896-
5. Applicant's contact information: Raleigh Regime OfEca
Phone number: (2"2 39972453 Email Address: a s wits nnc or
11. PROJECT INFORMATION:
I- Project name: CRANBERRY RIDGE SUBDIVISION PHASE 11-SECTION 3
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: WILSON
4. Approximate Coordinates (Decimal Degrees): Latitude: 31713°Longitude:-77.956.°
5. Parcel ID (if applicable): 2791-89-5065 & 2791-88-
(or Parcel ID to closest downstream sever)
III. CONSULTANT INFORMATION:
I. Professional Engineer: RONNIE L. SUTTON PE License Number: 10180
Firm: HERRING-SUMON & ASSOCIATES, RA
Mailing address: 2201 NASH STREET NW
City: WILSON State: NQRTH CAROLINA Zip: 27896-
Phone number: [phone] Email Address: ram tton herrin-sutton.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
L Facility Name: HONINY SWAMP WWTP
Owner Name: CITY OF WILSON, NC
Permit Number: NCB
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ 00^ 39�44 Downstream (Receiving) Sewer Size: 8 inch
ste Widd_Coilectron_System Pcn it Ngmuyr 9) [if annlicablc): WQCS00021
Owner Name(s): CITY OF WILSON, NC
FORM: FTA 04-16 Page 1 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DPX ivision of Water ResourcesI5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be compicled by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: CITY OF WILSON NC (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: W.T.BASS, IV per t 5A NCAC 02_I' _0106(b}
Title: CITY ENGINEER
4. Applicant's mailing address: P.O.BOX 10
City: WIL50N State; NORTH CAROLINA Zip: 27896-
5. Applicant's contact information:
Phone number: Q52) 9-2453 Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: CR NB RR RIDGE SU13DIVISI N PHASE ll-SECTION 3
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: ILSON
4. Approximate Coordinates (Decimal Degrees): Latitude: 35. 113°Longitude:-77.256.0
5. Parcel ID (if applicable):3Z01-96-8422
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: RONNIE L. SUTT N PE License Number: I0180
Finn: HERRING-SUTTON &ASSOCIATE P.A.
Mailing address: 2201 NASH STREET NW
City: WIL ON State: NORTH CAROLINA Zip: 27896-
Phone number. Q�J2 291-8887 Email Address: rsutton@herrin&sutton.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: HONINY SWAMP WWTP
Owner Name: CITY OF WILSON NC
Permit Number. NC 0023906
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different titan WWTF);
1. Penn it Number(s): WQ 0039446 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if applicable): WOCS00021
Owner Name(s): CITY OF WILSON, NC
FORM: FTA04-16 Page I of

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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Devel er's Operational Agreement (FORM: DEV been attached?
❑ Yes []No ®NIA
3.
If the Applicant is a Home/Property_Owners' Association, has an Operational Agreement
FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4.
Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service
❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food drink
❑ Swimming Pool /Clubhouse
and facilities ❑ Church
❑ Businesses I offices I factories ❑ Nursing Home
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5.
Nature of wastewater: 10� % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
❑ Yes ❑ No
6.
Has a flow reduction been approved under 15A NCAC 02T .01141fl? ❑ Yes
® No
Y If Yes, nrovide a cony of flow redaction approval letter
7.
Summarize wastewater generated by project:
Establishment Type (see 021.01140 Daily Design Flow"b
No. of Units Flow
Residentia (3 BDR)
360 gal/Unit
32
11,520 GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
Total j
11,520 GPD
a See 15A NCAC 02T .01 14 b d e 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 .0114(c), design flow rates for establishments not identified (in table 15A NCAC 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: 11,520 GPD (per 15A NCAC 2T .01 4
D• 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 & M C rAvibL§Lwe
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 771. SDR 35 PVC
➢ Section II & III 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
VIII. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T.0305 & MDC (Pumt, Station stForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: NIA
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 .0305 )(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(li)(1)(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 pwnp 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: € TA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC ,02T .0305(f) & (e? ® Yes ❑ No
➢ 15A NCAC 02'r.0305(e) contains alternatives where separations in 02T.0305( cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications ►veb a e
➢ If noncompliance with 02T.0305(i) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
➢ 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 .02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 c 6) (additional pennits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T,0105(1;)(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, stonnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.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 15A NLCAC 02T the Minimum Desi n Criteria ffrr the -Permitting of PumR Stations
and .Force ,Mains , (jaees versionl. and the Gravity_Sewer Minimum 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 re ulred prior to submittal of the Fast Track Application And supporting documents
2. Prof�nal Engineer's Certification:
1, KVTF-- L- _ L ;)7
(Professional Engineer's name from Applkati n item 111.1.)
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). AIthough 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 143-215.613, 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: O�'rE CAR���,,��
F
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qq a
4•G�S�d••r/ro.oi�''� E�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name & title from
ication Item 1.3.)
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. 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. 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 infonination 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 143-215.613 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: r Date:
FORM: FTA 04-16 Page 5 of 5

.I r
State of North Carolina
Department of Environmental Quality
Division of Water Resources
01v151on of Water Resnw(r!S Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Wilson
Project Name for which flow is being requested: Cranberry Ridge Phase II Section 3
k1ore than one FTSE may be required for a shlgle project if the owner of the WWTP is not responsible for all pump
stations along The route of the proposed wasterpater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hominy Swamp Water Reccamation Facility
b. WWTP Facility Permit #: NCO023906
All f lotus are ht MGD
c. WWTP facility's permitted flow 14 MGD
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
£ Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.229386 MGD
8.86 MGD
0.0115 MGD
10.08939 MGD
72.067
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
Average
Approx.
Obligated,
Total
Pump
Pump
Daily
Current
Not Yet
Current Flow
Station
Station
Firm
Flow**
Avg, Daily
Tributary
Plus
(Narne or
Permit
Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
3
WQCS00021
4.320
1.728
1.27
0.416411
1.6864
0.0416
4
WQCS00021
6.264
2.506
1.93
0.404091
2.3341
0.1715
* The 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
(pi) not less than 2.5, per Section 2.02(A)(4)(c) of the Mininium Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pennp station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): _Hominy Swamp Water Reclamation
Downstream Permit Number: NC 0023906
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I W.T. Bass IV, PE 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.
Signature
Signing Official
Date
Page 2 of b
FTSE 10-18

AAHerring-Sutton
& ASSOCIATES • P.A.
ENGINEERS • SURVEYORS •PLANNERS
June 15, 2021
Scott Vinson
Regional Supervisor
NCDEQ-DWQ
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
NC Dept of Environmental Quality
Raleigh Regional Office
SUBJECT: Fast -Track Sewer System Extension Application
Cranberry Ridge Phase III Section 2 Residential Subdivision
City of Wilson
Gentlemen:
Enclosed for your review and processing with one original and once copy are the
following items concerning the proposed installation of approximately 700 linear
feet of 8" diameter gravity sewers, and other appurtenances to serve 32 single
family 3-bedroom dwelling units along Dolostone Lane within Cranberry Ridge
Subdivision located in Wilson, North Carolina. The proposed project will require a
requested flow allocation of 11,520 gallons per day. The enclosed items are as
follows:
• Fast -Track Application Form "FTA 04-16"
• Colored USGS Quad Sheet with approximate system layout
• Street level map of Project Area
• Flow Tracking/Acceptance for Sewer Ext. Permit Application (FTSE 04-16)
• Check in the Amount of $480.00 (Application Fee).
Thank you very much for your assistance with this matter, and if further
information is needed, please do not hesitate to contact us.
illy,
utton and Associates, P.A.
nnie Lutton, P.E.
Enclosures
2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] • Fax [phone]

Cranberry Ride
Section II — Phase 3
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