WQ0041483_Application (FTSE)_20200310

Permit Number WQ0041483
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
Facility Name
Battleship Road to Point Harbor Road Interceptor
Location Address
Owner
Central Files: APS SWP
2/14/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name
Owner Type
Cape Fear Public Utility Authority
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events
Wilmington NC 28403
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/13/2020

Coastal Land Deslan. PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
P.O. Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
To:
NCDEQ-DWR
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Attn:
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
�.Cs1r�
FEE 1 3 1020
Date: February 13,2020
File: 425-02
Subject:
Fast Track Sewer Application
Battleship Road Development
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Original
Submittal Cover Letter
1
Check
In the Amount of $480.00
1
Original
Fast Track Sewer System Extension Application (FTA-04-16)
1
Original
Supplemental USGS and Street Level Maps
1
Copy
All Items Listed Above
Remarks Please contact our office should you have any questions or concerns. Thank you.
CC: File Design, PLLC
Client
Signed
Jay R. Carmine, PE

State of North Carolina
DIA
DeI Rpartment of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divtsion of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Wa. (10q ( 1 !/ J (to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (company, mtmicipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other��
3. Signature authority's name: Gav McSmith PE per 15A NCAC 02T .0106(b)
Title: Chief En ineer
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-_
5. Applicant's contact information:
Phone number: (910,) 332-6560 Email Address: Garv.MCSmith@cfpua.o[g
11. PROJECT INFORMATION:
1. Project name: Battleship Road Development
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2331' Longitude:-77.9526'
5. Parcel ID (if applicable): R05300-001.002-000 & R05300.001-001-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jason R. Carmine License Number: 033196
Firm: Coastal Land Design. PLLC
Mailing address: P.O. Box 1172
City: Wilmington
Phone number: L) 254-9333
State: NC Zip: 28402
Email Address: icarmine(iWdeng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin NSW WTF Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ2039283 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM: FTA 04-16 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 NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV4 been attached?
❑ Yes [—]No NN/A
3. If the Applicant is a Home/Property_ Owners' Association. has an Operational Agreement (FORM: HOA 1 been attached?
❑ Yes ❑No NN/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 ❑ 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: % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T 0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .011-4(1)? ❑ Yes ❑ No
➢ If ves, provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fll
Daily Design Flow a."
No. of Units
Flow
-- — — --
gall
gall --
GPD
--GPD
GPD
--gaU
gal/
--�
_ GPD
gal/
GPD
Total 1 -0- 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 .01 I4(c), design flow rates for establishments not identified [in table I-5A 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: -0- GPD (per 15A NCAC 02T..01-1-4)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
N 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 (Gravih Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
NONE NONE NONE
➢ 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 (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: -0- 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
8 3,040
C900 PVC DR-18
8 4,555
Fusible C900
PVC DR-18
_
8 105
_
( DIP PC350 ;.
6. Power reliability in accordance with 15A NCAC 02T .03051h)I l ):
❑ Standby power source or pump with 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
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 & I5A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(t)_&_(w)
➢ I5A NCAC 02T.03051 f ) contains minimum separations that shall be provided for sewer systems:
® 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 j
Reclaimed water lines (vertical - reclaimed over sewer) _. 18 inches
Reclaimed water lines thorizoiltal - reclaimed over sewer) _ 1 2 _feet 1
**Any private or public water supply source, including any wells, WS-I waters of Class I or
_Class 11 im �o( unded 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 NCAC 02T.030(W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(0 or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
D Seethe 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 15A NCAC 02B .0200? ® Yes [:]No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
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 Perm_ ittim, Branch
5. Does project comply with 15A NCAC 02T.0105lej(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)161, 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 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
➢ 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:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Desien CriWria for t t Permittinc of Pump Stations
an_fPor_ce Mains I latest version). 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 reouest is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
4 _JAW_r R. '�2rvf I JVI'a _ _.__ _ attest that this application for
(Professional Engineer's name from Application Item IIL 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 143-215.613, 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
C\e_42X--' attest that this application for
& title from Application`ItFm 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 inunediate 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 143-215.6_A and 143-215._6E, 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: 2111 z P $ a
FORM: FTA 04-16 Page 5 of 5

Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
February 13, 2020
NCDEQ - DWR
1617 Mail Service Center
Raleigh, NC 27699-1636
(919) 807 — 6312
Re: Fast Track Sewer System Extension Application for the Battleship Road Development
The Battleship Road Development a future project that will be located off Battleship Road (SR 1300) in New
Hanover County, North Carolina. Development of the area requires the installation of approximately 7,770 linear
feet of 8-inch diameter sewer force main to be extended from an existing Cape Fear Public Utility Authority
(CFPUA) 8-inch sewer force main off Point Harbor Road (SR 2142).
There is no flow being applied for at this time. The first phase of the project is to entitle the property with sewer
infrastructure sized based upon planned and probable development activities on site. Once site -final designs are
complete, sewer allocation and infrastructure will be applied for at the time based upon the specific site plan and
demands for the development.
The downstream wastewater treatment facility (WWTF) is the James A. Loughlin NSWWTF (NC 0023965)
which is owned and operated by the CFPUA. The proposed sewer force main will connect to an existing CFPUA
8-inch sewer force main under permit W00039283.
Included with this submittal are provided below. The application fee was submitted with the original submittal.
• B. Cover Letter (This Sheet)
• C. Application Fee ($480.00)
• D. Fast Track Application (Form: FTA 04-16)
• F. Site Maps (USGS Topographic Map and Street Level)
If you have any questions or need any additional information, please feel free to contact our office.
Very Respectfully,
Essro19�9
SEAL
033196
114
Jay Carmine, P.E.
Project Manager
cc: File
P.O. Box 1172 Wilmington. NC 28402
Phone:[phone] F a x : 9 1 0 - 2 5 4 - 0 5 0 2 ww w. CL D en 2. coin

I Printed hom TOPO! 92001 ValwW Gmpaphm Holdngs (,,,, i po <o.)