WQ0043165_Application (FTSE)_20220301

Permit Number W00043165
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
Battleship Cycles/Marine Public Force Main
Location Address
Owner
Central Files: APS _ SWP _
2/4/2022
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
Kenneth Waldroup
Director Executive
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
211 /2022 r(
Regulated Activities Requested /Received Events 2,S{L—PA 3
Additional information requested
Additional information received

FFB 0 1 202?
Intracoastal Engineering PLLC
i
February 1st, 2022
NCDEQ f1EGENED/NGDENR/D`NR
Division of Water Quality FEB 0 12022
127 Cardinal Drive Extension
Wilmington, NC 28405 water al
Ope
Wtrninglm Re9tOM1 M"
Re: Battleship Cycles & Marine
PN 2020-015
Dear To Whom It May Concern,
Please find enclosed (1) original and (1) copy of Fast -Track Application for Public
SS Main Extensions, (1) original and (1) copy of Fast -Track Application for Private SS
Main Extensions, (1) HOA O&M Form, (i) Sect. of Sate Document, (i) Private & (1)
Public Sewer Narrative, (i) FTSE Form, (2) fee checks ($480.00), and (2) USGS
Topographic Maps.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
c-�(ce--s
Charles D. Cazier, P.E.
5725 Oleander Dr. Unit E-7 Wilmington, NC 28403 [phone]

2/1/2022
Public Sewer Narrative
Battleship Cycles & Marine
New Hanover County, NC
PN 2020-015
Battleship Cycles & Marine is proposed to occupy an existing vacant 2.3 acre
commercial lot located on the southwestern corner of the intersection of Market St.
(US-17) and Alexander Rd. in New Hanover County, NC. The flow from this project has
been accounted for in a private lift station and force main permit which is also in the
permitting process.
The project proposes 2,18o ft. of 2" SDR-21 PVC public sanitary sewer force main
to be installed within the Alexander Rd. (SR-1345) public right of way. The proposed 2"
public force main will then tie into an existing public sanitary sewer manhole located
within a 30' public utility easement where the receiving downstream sewer size is an 8"
line. The flow will ultimately reach the James A. Loughlin Wastewater Treatment Plant
(NSWWTP) Permit No. NCoo23965

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divlslon of Water Resources '' 11�� / /ETA 06-21 & SUPPORTING DOCUMENTATION
Application Number. I! ��p 7 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other Authority
3. Signature authority's name: Jeff Theberge, P.E. per ISANCAC 02T.0106(b)
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: (9101) 332-6353 Email Address: JeffTheberge, P.E.
11. PROJECT INFORMATION:
1. Project name: Battleship Cycles & Marine
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: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34_29° Longitude: -7781 °
5. Parcel ID (if applicable): R03600-004-025-000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Charles Cazier License Number: P-0662
Firm: Intracoastal Engineering, PLLC
Mailing address: 5725 Oleander Dr.
City: Wilmington State: NC Zip: 28403-_
Phone number: [phone] Email Address: Charlie(ttlintracoastalen ing eering com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: James A. Loughlin (NSW WTP) Permit Number: NCO023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): W00020087
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity O Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 06-21 Page] of 5

VL 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 Aereement (FORM: DEVI 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 100 % 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(f)? ❑ Yes ®No
➢ If yes Provide a cony of flow reduction aonroval letter with this armlication
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ••^
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
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: 0 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

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section Il & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill 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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)-02T.030.i & 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
2
2,180
SDR-21 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I 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.
Y 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(f) & 60 ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
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 II 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, HOW, 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 W L.
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 (a), see Section X.1 of this application
* 1 SA NCAQ 02T.0305(9), contains alternatives where separations in 02T.0305(Fl 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 webpagc
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/sealed 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: ® 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 ) SA NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or401 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 I5A 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:
I. Does the submitted system comply with 15A NCAC 02T, the Min.imilii.l_)cs 11 rijcv iti f r_1e.hkrniiL ng of I?uliar�Slalions
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
(VADC 10.14) and supporting documents for review to the Central Office. Anm•oval of the reouest will
2. Professional Engineer's Certification:
1, L -�1.� UZJEW..----,-, attest that this application for iQ��.j O"AX_
(Professional Enginccr's name from Application Item 111.1) (Projee(Nome from Application hem 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,
Minunnllt_Design (7itel in tin Grn%rily_Retter, (lotesst ve siw ,and the _M,ininuun I)esign (rileri�l 1'q1' the. htr.(- I rock Pcm111iiiig
of I'uml? rations and I Dire Maros l hilcsl 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 NC YOitflflf ahh
,M%.%A PA, —,It.-
North Carolina Professional Engineer's seat, signature, and date:
SEAL
5 032555
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Jeff Theberge�eering Manager , attest that this application for Battleship Cycles and Marine
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11,1)
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, 1 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. 1 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: Jeff Theberge Data: Jan 7, 2022
FORM: FTA 06.21 Page 5 of 5

Signature: Jef neberge;lan 7,}o 1335 EST)
Email: [e-mail]

Battleship Cycles & Marine
1
Alexander Dr (SR-1345) `
................ � ! SITE
N.
` `t - '"N
i � �'' �``.'•t„ Market St. (US-17)
ate,,
tOJs f
3/15/2021, 2:16:49 PM
— Surface Water Classifications—...__J WOK
River Basins
CPF
1:18,056
0 0.13 0.25 0.5 mi
0 0.2 0.4 0.8 km
Copynght * 2013 National Geographic Society, i-cubed
NCDENR Div. Water Resources
NCDENR - Division of Water Resources I Copyright:® 2013 National Geographic Society, i-cubad I