WQ0041993_Application (FTSE)_20200930

Permit Number WQ0041993
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP
9/25/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Enterprise Car Rental Private Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
H & S Family Holdings LLC Non -Government
Owner Affiliation
H Carlton Fisher
1608 Market St
Dates/Events Wilmington NC 28401
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/16/2020

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Dean Hunkele
NCDWQ
127 Cardinal Drive
Wilmington, NC 28405
LETTER OO F TRANSMITTAL
DATE 9/16/20
JOB NO.
ATTENTION
PHONE#
RE: Enterprise Rent -a -Car Market Street
Sewer Permit Submittal
Private Sewer
RECEIVED
WE ARE SENDING YOU ® Attached ❑ Under separate cover
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
the f)?, l% c If ems:
RO
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Check for 480 each for application fee
2
One Original & one copy of: Fast Track Application and
Flow Tracking Form
2
USGS Quad Sheet
2
Sewer Narrative
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
❑ copies for
❑ Approved as submitted Resubmit approval
copies for
❑ Approved as noted ❑ Submit distribution
❑ Returned for corrections ❑ Return _ corrected prints
❑■
20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: File SIGNED: M"k.N. HI;i.Ygroy&
If enclosures are not as noted, kindly notify us at once.

State of North Carolina
nWR 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: 0606 qI ` 1 3 Ito be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: H & S Family Holdings, 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: H. Carlton Fisher per 15A NCAC 02T .0106(b)
Title: Managing Member of H & S Family Holdings, LLC
4. Applicant's mailing address: 1608 Market Street
City: Wilmington State: NC Zip: 28401
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
It. PROJECT INFORMATION:
1. Project name: Entemrise Rent-A-Car Market Street
2. Application/Project status: ® Proposed (New Permit)
If a modification, provide the existing permit number: WQ00_
If new construction but part of a master plan, provide the
3. County where project is located: New Hanover /
4. Approximate Coordinates (Decimal Degrees): Latitude/.
5. Parcel ID (if applicable): R04320-001-003-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
❑ Existing Permit/Project
and issued date:
4.25° Longitude: -77 83'
1. Professional Engineer: Mark N. Hargrove License Number: 019742
Firm: Port City Consulting Engineers, PLLC
Mailing address: 6216 Stonebrid eg Road
City: Wilmington
Phone number: 910) 599-1744
State: NC Zip: 28409-.
Email Address: mbar rg ove(a4ec.rr.com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: James A. Laughlin NSWWTP Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CFPUA
FORM: FTA 04-16 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No MN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM7 DEV) been attached?
❑ Yes []No MN/A
3. If the Applicant is a Home/Pro eedy Owners' Association has an Operational Agreement (FORM: HOA) been attached?
[—]Yes ❑No MN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ® Retail (stores, centers, malls) M 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
M Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? [—]Yes M No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes M No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow `,"
No. of Units
Flow
Business Office
25 gal/employee
10
250 GPD
Store
125 gal/plumbing fixture
4
500 GPD
Car Wash Bay
1200 gal/bay
1
1200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1950 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. 42A4).
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: 1950 GPD (per 15A NCAC 02T .0114)
➢ 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 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 47 C900 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
Vill. 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: _ 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(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(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 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
[►/y =-■irl
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
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
100 feet
"Waters classified WS (except WS-1 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.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ If noncompliance with 02T.0305(f) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes [—]No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
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 Permitting Branch
5. 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 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-I6 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the
And Force Mains (latest versions and the Gravity Sewer Minn
® Yes ❑
If No, complete and submit the Variance/Alternative Design Rcqt
for review. Approval of the request is required prior to sut
documents.
2. Professional Engineer's Certification:
Mark N. Hargrove, PE
(Professional Engineer's name from
has been reviewed by me and is accurate, complete and consistent w
engineering calculations, and all other supporting documentation to tl
of my knowledge the proposed design has been prepared in acco.
Minimum Design Criteria for Gravity Sewers (latest version), a
Permitting of Pump Stations and Force Mains (latest version). All
portions of this submittal package, inclusion of these materials under
material and have judged it to be consistent with the proposep design.
NOTE — In accordance with General Statutes 143-2
statement, representation, or certification in any appli
include a fine not to exceed $10,000, as well as civil p,
North Carolina Professional Engineer's seal,
3. Applicant's Certification per 15A NCAC 02T .0106(b):
as applicable?
application (VADC 10-14) and supporting documents
attest that this application for
the information supplied in the plans, specifications,
best of my knowledge. I further attest that to the best
Luce with the applicable regulations, Gravih., Sewer
the Minimum Design Criteria for the Fast -hack
ugh other professionals may have developed certain
✓ signature mid seal signifies that l have reviewed this
and 143-215.6B, any person who knowingly makes any false
package shall be guilty of a Class 2 misdemeanor, which may
up to $25,000 per violation.
a0000n o ooa o
and date:° c °
SEAL
019742
H. Carlton Fisher _attest that this application for
(Signature Authority's name & title from Application Item L3.)
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 pennit 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 attachmehts are not included, this application package will be returned to
Inc as incomplete.
NOTE — In accordance with General Statutes A�
statement, representation, or certification in any ap
include a fine not to exceed $10,000 as well as civil
Signature:
and 143-215.68, any person who knowingly makes any false
package shall be guilty of a Class 2 misdemeanor, which may
up to $25,000 per violation.
Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
15i:;is.i;_=.t i'.i' t`".:;v:t tt"tst;t Et t i;
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: H&S Family Holdings, LLC
Project Name for which flow is being requested: Enterprise Rent -a -Car Market Street
More than one FTSE nuty be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
L 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
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
All flows are in MGD
16.000
3.475
10.661
0.001950
14.137
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
(A)
(B)
Design
Average
Approx.
Daily
Current
Finn Flow**
Avg. Daily
Capacity, * (Firm / pi),
Flow,
MGD MGD
MGD
35 N/A 9.100 3.309 2.217
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
0.782
2.999 0.310
77 W00001135 3.312 1.325 0.498 0.276 0.774 0.551
* 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

11I. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr 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.
% /fI¢bau�e 9/15/2020
O�c Sl tar gnature Date
Engineering Manager
Title of Signing Official
Page 2 of 6
FTSE 10-18

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SEWER NARRATIVE
ENTERPRISE RENT -A -CAR MARKET STREET
SEWER DESCRIPTION
The proposed project is a new Enterprise Rent -a -Car Facility as well as a separate 5,000 sf
building that will be an office/retail building. The Enterprise Rent -a -Car Facility will have up tc
10 employees and the office/retail building has an unknown tenant but will have two rest rooms.
For sewer permitting we have assumed 125 gal/plumbing fixture for the office/retail building.
The Enterprise Facility will have a car wash and 1,200 gpd was assumed for the one car wash
bay.
There is a dead end manhole within the R/W of Market Street on the north end of the site. We
will extend a 6" sewer line into the site from the manhole +/- 471f that would be required to be
permitted by the State. At this location a 6" sewer service from the office /retail building and a
6" service from the Enterprise Rent -a -Car Facility would come together and from this location to
the existing manhole within the R/W it would be a permitted main.

North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
H&S Family Holdings, LLC
Information
Sosld: 1091687
Status: Current -Active O
Date Formed: 4/3/2009
Citizenship: Domestic
Annual Report Due Date: April 15th
Registered Agent: Fisher, Herbert T.
Addresses
Mailing
1608 Market Street
Wilmington, NC 28401
Reg Mailing
1608 Market Street
Wilmington, NC 28401
Company Officials
Principal Office
1608 Market Street
Wilmington, NC 28401
Reg Office
1608 Market Street
Wilmington, NC 28401
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Member Manager/ Member
H Carlton Fisher Herbert T. Fisher
1608 Market St 1608 Market Street
Wilmington NC 28401 Wilmington NC 28401
https//w sosncgov/online_services/search/Business_Registration_Results 1/1