WQ0042961_Application (FTSE)_20211123

Permit Number WQ0042961
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
CN-46 West College Street Emergency Sewer Extension
Location Address
Owner
Owner Name
Town of Warsaw
Dates/Events
Central Files: APS _ SWP
11 /10/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Duplin
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Scotty Summedin
PO Box 464
Warsaw NC 28398041
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11/5/2021 �F I
Sr^tl1 (1-13-;;uQZI
®_. Renulatg/j�Q&livities_... Reauested/Received Events____

McDAVID ASSOCIATES,
CORPORATE OFFICE
Engineers • Planners • Land Surveyors
[phone] • Fax [phone]
E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49
Farmville, NC 27828
Dean Hunkele
Environmental Program Consultant
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
SUBJECT:
Dear Mr. Hunkele:
November 5, 2021
Q8V 0 5 2021
--
GOLDSBOROOFFICE- ----'-.-_
Engineers • Planners
[phone]• Fax[phone]
E-mail: [e-mail]
109 E. walnut Street • P.O. Box 1776
Goldsboro, NC 27533
RECEIVEDINCDENR/DWR
NOV 0 5 2021
Waw oual"y Rcgona'
operations 860
Waminglon RwiM-1 O@ce
Fast Track Application
2017 CWSRF Sewer Project (Project No. CS 370474-05)
Contract No. 46 — Emergency Sewer Service Reconnections
Town of Warsaw
Duplin County, NC
Enclosed please find one original and one copy of the following items:
1. Check in the amount of $480.00
2. Fast Track Application (FTA 06-21) (One original and one copy)
3. USGS Site Map (2 color copies)
4. Aerial Map (2 color copies)
The Town of Warsaw is completing a sanitary sewer rehabilitation project being funded through the
NC Division of Water Infrastructure. Part of the project proposed abandoning 8" vitrified clay pipe
sewers under HWY 24/College Street thought to be out of service. Once the lines were abandoned by
grouting, it was discovered that six (6) residences were still using the 1930's era sewer line. The
The Town proposes to install 353 LF of 8" sewer along the northern side of College Street to serve
these residences. Two (2) homes are on the north side and four (4) are on the south side. The Town
proposes to serve the four houses on the south side by two (2) 6" services lines installed by horizontal
directional drill and tied to the proposed 8" sewer line. Each six-inch service would serve two residences.
The Town is a requesting a variance under separate application to allow two houses to be served by
one 6" service line.
Your review and approval will be appreciated. If you have any questions concerning this, please do
not hesitate to contact me.
Sincerely,
McDAVID ASSOCI�INC.
Ivey, . Cauley, P.E.
Goldsboro Office
]PC:
Enclosures
cc: Town of Warsaw
\\G-GIGS\D1005\DEG\2021 1 211105
Warsaw-CN46-Emerg Sewer Services-FTA 06-2 1 -LTR.docx

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources J' FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: �yCo�tCk-�� � (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Warsaw (company, municipality, FICA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: A.J. Connors per 15A NCAC 02T .0106(b)
Title: Mayor
4. Applicant's mailing address: P.O. Box 464
City: Warsaw State: NC Zip: 28398-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: CN 46-Emergency Sewer Service Reconnections
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 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: W000
3. County where project is located: Du lin
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.996427' Longitude:-78.103019'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Ivey P. CauleyLicense Number: NC 39139
Firm: McDavid Associates, Inc.
Mailing address: P.O. Box 1776
City: Goldsboro State: NC Zip: 27533-
Phone number: [phone] Email Address: ipc(a.mcdavid-inc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Warsaw W WTP Permit Number: 0021903
Owner Name: Town of Warsaw
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 0021903
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00159
Owner Name(s): Town of Warsaw
FORM: ETA 06-21 Pagel 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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ 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.0114(f))
Daily Design Flow a,n
No. of Units
Flow
Existing residential, no new flow
gal/
6
0 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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 NCAC 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: GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If 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 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 353 DIP
➢ 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 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)
➢ 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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(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 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.
➢ 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(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(fl & (g)? ❑ Yes [-]No
15A NCAC 02T.0305(fl contains minimum senarations that shall be Drovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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 11 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 WL.
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 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.03051fl 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [-]No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements 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: Cane Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.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 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(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 15A NCAC 02T.0402, "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 Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
❑ Yes ® 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 subiect to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect, the full technical review is required.
2. Professional Engineer's Certification:
I, Ivey P. Cauley attest that this application for _CN 46-Emergency Sewer Services
(Professional Engineer's name front Application Item 111.1.) (Project Name from Application Item 11.1)
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,
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. 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:
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, A.J. Connors, Mayor , attest that this application for _CN 46-Emergency Sewer Services
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.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 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 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: J Date:
FORM: FTA 06-21 Page 5 of 5

A
NOTE:
PROPOSED SANITARY SEWER CROSSES
'UNDER NCDOT STORM DRAIN AND DOES
NOT DISTURB OR ENCROACH UPON THE .--
BLUE LINE STREAM SHOWN ON THIS MAP
T
-4Y
N PROPOSED
8" SANITARY
/ SEWER
PROPOSED
pcy MANHOLE
Do -
EXISTING MANHOLE
(CONNECTION TO w QLANK a0
EXISTING SANITARY
�.-SEWER SYSTEM) �� 51 -�K
Bus
USGS
BLUE LINE
STREAM
SCALE IN FEET: 1" = 2000'
2000 0 2000 4000
USGS MAP:
WARSAW NORTH
EXISTING
WWTP SITE
JA
USGS MAP: -
\ WARSAW SOUTH
TOWN OF WARSAW
2017 CWSRF PROJECT MAP
CONTRACT NO. 46 - EMERGENCY SEWER SERVICE RECONNECTIONS
PROJECT NO.: CS370474-05