WQ0043166_Application (FTSE)_20220301

Central Files: APS _ SWP
2/4/2022
Permit Number WQ0043166 Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension., Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility Name
Battleship Cycles/Marine Private Sewer & Pump Station
Location Address
Owner
Owner Name
Cfb Powersports LLC
Dates/Events
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 Type
Non -Government
Owner Affiliation
Carson F. Baker
1508 Hope Hills Rd
Fayetteville INC 28304
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/1 /2022
Regulated Activities Requested /Received Events
Additional information requested
Additional information received

FEB p 1 2022
Intracoastal Engineering PLLC
February 1st, 2022
NCDEQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Battleship Cycles & Marine
PN 2020-015
Dear To Whom It May Concern,
REGEIVED/NGDENH/DWR
FEB 012022
Water Gew Raglonal
"ImingtGn
pgi-RaagrylcRag""
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, (i) HOA O&M Form, (i) Sect. of Sate Document, (1) Private & (1)
Public Sewer Narrative, (1) 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
Charles D. Cazier, P.E.
5725 Oleander Dr. Unit E-7 Wilmington, NC 28403 (9io)859-8983

2/1/2022
Private 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 project proposes a
Motorcycle and Marine Dealership with to employees total at 25 gallons per day per
employee for a daily flow of 250 gallons per day. This project will also accept the flow
from another existing business, a Veterinary Hospital with 65 pens at 20 gallons per day
per pen for a daily flow of 1,300 gallons per day for the Veterinary Hospital. Total
proposed flow for the project is 1,550 gallons per day. The Veterinary Hospital is
currently served by a private on -site septic system which is being removed as part of the
proposed Battleship Cycles & Marine project.
The proposed sewer flow will be conveyed via 6" private gravity sewer main
which will tie into a proposed on -site private lift station. The private lift station will tie
into a proposed 2" private sanitary sewer force main which will then tie into a proposed
2" public sanitary sewer force main, which is being permitted concurrently. The flow will
ultimately reach the James A. Loughlin Wastewater Treatment Plant (NSWWTP) Permit
No. NCo023965

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: JA 6-00 )/ 9 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: CFB Powersports. LLC (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: Carson Baker . per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 1508 Hope Mills Rd
City: Fayetteville State: NC Zip: 28304-
5. Applicant's contact information:
Phone number: [phone] Email Address: Carsonna.bakeramericancvcles.com
II. 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:-77_81°
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: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. 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): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 06-21
Page 1 of 5

V1. GENERAL REQUIREMENTS
L 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 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 .01 14(f)? ❑ Yes ®No
➢ If yes provide a copy of flow reduction aporoval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 8.n
No. of Units
Flow
General Business
25 gal/Employee
10
250 GPD
Veterinary Hospital
20 gal/pen
65
1300 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,550 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 .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: 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

VIL GRAVITVSEWER DESIGN CRITERIA (if Applicable) - 02T.0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 265 C-900 PVC
➢ Section 11 & 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)
D Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VILL 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: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 3429' Longitude: -7771 °
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station:.00155 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): 44 gallons per minute (GPM) at 58 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
142
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.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
I ® 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 tinteframes, 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 — (02R.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T ,0305(f) & (e)? ® Yes [-]No
15A NCAC 02T.0305(f) contains minimum senarations that shall he nrovided 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-1 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-1 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 (g), see Section X.1 of this application
*I 5A NCAC 02T.0305(a) 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 webpaee
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 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.04021 "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 1 SA 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 versions as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents
for review. Anoroval of the request is required orior to submittal of the Fast Track Application and supoortlna
documents.
2. Professional Engineer's Certification:
I, Charles D. Cazier attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 furtber 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 gu
include a fine not to exceed $ I0,000, as well as civil penalties up to $25,000 per v
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Carson Baker (Manager)
(Signature Authority's name & title from Application Item I.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 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 143-2I5.6A and 43-215.6B any person who knowingly makes any false
statement, representation, or certification in any application p age shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 well as civil penalti p to $25,000 per violation.
Signature: Date: (!
FORM: FTA 04-16 Page 5 of 5

Dlvlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: CFB Powersports, LLC
Project Name for which flow is being requested: Battleship Cycles and Marine
More than one FTSE nmy be required for a single project if the owner of the WWTP is not responsible jar all pump
stations along the route of the proposer! wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 3.865
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.001550
g. Total actual and obligated flows to the facility 14.527
h. Percent of permitted flow used 90.8
11. 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,
Pump
Pump
Daily
Current
Not Yet
Total Current
Station
Station
Firm
Flow**
Avg. Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
89
WQ0013551
14.583
5.833
4.177
1.760
5.937
-0.103
79
N/A
0.720
0.288
0.186
0.078
0.264
0.024
* 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
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume ofwastewater 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 1 and 11 plus all attached planning assessment addendums for which 1
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.
Jeff Theberge
Signing Official Signature
Engineering Manager
Title of Signing Official
1 /7/2022
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
30 % and 1.76 MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
TBD MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Sidbury Road Force Main is in design or under construction with
planned completion in 2022 ; and/or
d. The following applies:
The Sidbury Road force main is under construction and is Dermitted such that flow can
either flow through Pump Station 89 or down the Blue Clav Road force main. CFPUA has a
funded Developer Capital project to complete the tie in and send Sidbury Road force main
flow through the Blue Clay Road force main as planned. This will reduce the permitted flow
through PS 89 leaving adequate capacity for this project.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Jeff Theberge
1 /7/2022
Signing Official Signature Date
Signature:
JeP bebci e,e Ilan ], PO .1554 Csi1
Email: [e-mail]
Page 3 of 6
FTSE 10-18

CA202113701051
SOSID: 1828034
Date Filed: 5/17/2021
'¢ LIMITED LIABILITY COMPANY ANNUAL F ElaineEM
, North Carolina Secrretaryetaryl
of State
a,iol CA2021 137 01051
NAME OF LIMITED LIABILITY COMPANY: CFB POwerSports, LLC
SECRETARY OF STATE ID NUMBER: 1828034 STATE OF FORMATION: NC Fin, Office Usa On y
REPORT FOR THE CALENDAR YEAR: 2021 ❑N Fit go]
SECTION A: REGISTERED AGENTS INFORMATION ��':,
.r ®Changes
1. NAME OF REGISTERED AGENT: Carson Franklin Baker
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS 8 COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
1508 Hooe Mills Rd
1508 Hone Mills Rd
Fayetteville, NC 28304 Cumberland Fayetteville, NC 28304 Cumberland
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Vehicle Dealership and Service
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS 0� •�
C
1508 Hope Mills Rd 1508 Hope Mills Rd
Fayetteville, NC 28304 Cumberland Fayetteville, NC 28304 Cumberland
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Carson Franklin Baker NAME:
TITLE: Manager TITLE:
ADDRESS:
1508 Hope Mills Rd
Fayetteville, NC 28304 Cumberland
SE
Form must be signed by a Company
ADDRESS:
under Section C of This form.
NAME:
TITLE:
ADDRESS:
Carson Franklin Baker Manager
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-D525

Battleship Cycles & Marine
•
IN
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�. •. ':. 'laic Ge'4v`�f' _
Alexander Dr
`1 / 4 i•
r � ,
Market St. (US-17)
If
3/15/2021, 2:16:49 PM
— Surface Water Classifications
River Basins
__1 CPF
WOK
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1:18,056
0 0.13 0.25 0.5 mi
�I I ITI I l�
0 0.2 0.4 0.8 km
Copyright:®2013 National Geographic Society, i-cubed
NCDENR Div. Water Resources
NCDENR - Division of Water Resources I Copyright:® 2013 National Geographic Society, -cubed I

From:
charlie intracoastalengineering.com
To:
Hunkele, Dean
Subject:
[External] RE: Add info: Pending WQ0043166 Battleship Cycles private sewer
Date:
Tuesday, March 1, 2022 1:55:25 PM
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Dean,
See below in red
Charlie
Intracoastal Engineering PLLC.
5725 Oleander Drive Unit E-7
Wilmington, NC 28403
Office 9io-859-8983
Cell 910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged
information intended only for the use of the addressee. Any information contained within
this correspondence is provided for your convenience. No assertion of accuracy is made by
Intracoastal Engineering, PLLC unless physical documents are obtained, sealed AND
signed. User assumes all responsibility for use of this digital information.
From: Hunkele, Dean
Sent: Tuesday, March 01, 2022 12:15 PM
To: Charlie intracoastalengineering.com <[e-mail]>
Cc: [e-mail]
Subject: Add info: Pending WQ0043166 Battleship Cycles private sewer
Importance: High
Charlie,
Few questions:
Since FM is less than 4-inch, what method is being used to reduce solids size per bottom of Section
VIII Item 5 which isn't marked?
A grinder pump is specified.
Please confirm they intend to provide an on -site generator for PS as indicated in Section VIII Item 6.
Yes. The generator will be located at the building but be sized to provide for the lift
station as well.
Is Vet hospital owned by same entity as applicant? If not, do they have a legal agreement &
easement for access to the proposed system? If an agreement/easement is in place, then please
provide.

No owned by same owner. Yes, we will have a legal agreement and easement. It is not
complete in place at this time, but being worked out. The Vet was required to connect
to this system once it is in place an operational. The details are being worked out.
Please advise.
Dean Hunkele (Dean.Hunkele6Dncdenr.gov)
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources/Department of Environmental Quality
DWR Website: http://www.ncwater.org
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
910.796.7215 Reception Desk
910.796.7380 Direct
910.620.1685 Field/Telework Mobile
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties
ALERT: New Fast Track application is available; older version will not be accepted after September 2021.
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 busin days from application
receipt. Please use the DEQ's Permit Application Tracker to determine the official application receipt date to allow you to
estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30 days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the DWR's Sewer
Extension Permit Tracker. Confirmation usina this method will replace letters and emails: it is recommended that
confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: htt sn .//deg.nc.gov/about/divisions/water-
resources/water-resources-permits/peres/collection-systems- ep rmits