WQ0041014_Application (FTSE)_20190813

Central Files: APS — SWP -
7/1512019
Permit Number WQ0041014 Permit Tracking Slip
Program Category Status Project Type
In review New Project
Non -discharge
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Hendrick Honda of Wilmington Private Pump Station & Sewer
11191I*11 �
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Wilmington Ho Re LLC Non -Government
Owner Affiliation
Scott Ennis
6000 Monroe Rd
Dates/Events Charlotte NC 28212
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/12/2019
regulated Activities
Additional information requested

Engineers, Surveyors, Planners, Scientists
HOVE
Name:
Trevor Harrison
Wilmington Regional Office
Attn: Dean Hunkele
Date-
7/11/19
127 Cardinal Drive Ext
Wilmington, NC 28405
Job No.:
2018-0933
910.796.7380
Subject:
Hendrick Honda of Wilmington
We are sending via. 0 Courier
El Sharefile El Other online file storage:
0 U.S. mail Z Fed. Ex 0 Email attachment
The following items: RX Copies El Originals El [Other]
Copies
Date
Number of
sheets
Description
2
6/27/19
61
Honda of Wilmington Plan Set
1
7/11/19
-
Check #30950 for $480
2
5/2/19
8
Fast Track Sewer System Extension Application
2
5/7/19
6
Flow Tracking for Sewer Extension Application
2
5/1/19
5
CFPUA Approval Letter
2
2016
I -
2
USGS Maps
These are transmitted as checked below:
Z For Approval 0 For Your File El As Requested ❑ For Review and Comment
El For Execution/Signatures El [Other]
Remarks:
If you should have any questions or need additional information, please do not hesitate to contact
Trevor Harrison directly at 704-353-9947 or via email at tharriison�emht.com.
THIS IS NOT A SUBSTITUTE FOR THE ELECTRONIC RELEASE FORM, which must be signed prior to the
transfer of any digital information externally.
-o4 For EMH&T:
E Iriz a b S. Carroll
If enclosures are not as noted, kindly notify us at once,
301 McCullough Drive, Suite 109, Charlotte, NC 28262 - Phone 704,548.0333 - Fax 704.548,0334
Columbus - Charlotte
ernht,corn

State of North CaroHna
Department of Environmental Quality
Division of Water Resources
R
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �Py 'G� ('Q (to be completed by DWR)
1. Applicant's name: Wilmington HO RE, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: [I Individual Corporation El General Partnership Q Privately -Owned Public Utility
D Federal State/County E] Municipal El Other
3. Signature authority's name: A. Scott Ennis per 15.A NQAQ 0') T 0
Title: SVP & CFO
4. Applicant's mailing address: 6000 Monroe Road
City: Charlotte State: NC Zip: 28212-
5. Applicant's contact information:
Phone number: [phone] Email Address: james.woodruft2hendrickauto.com
1. Project name: Hendrick Honda of Wilmington
1 Application/Project status: Z Proposed (New Permit) [I Existing Permit/Project
If a modification, provide the existing permit number: WQOO_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO_
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.258085' Longitude: -77.836946'
5. Parcel ID (if applicable): 3158-16-7633
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Brian R. Rossi License Number: 045526
Finn: EMH&T
Mailing address: 301 McCullough Drive, Ste. 109
City: Charlotte State: NC Zip: 28262
Phone number: [phone] Email Address: brossiaemht.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (NSWWTF) Permit Number: NC0023965
Owner Name: Cape Fear Public Utility Authority
1. Permit Number(s):WQ0002632 Downstream (Receiving) Sewer Size: 8 inch
S"fste"in"I V%;'Jid- -WQCS
111 ----- --- ---
Owner Name(s): Cape Fear Public Utility Au!bp1fty
FORM: FTA 04-16 Page 1 of 5

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
2. If the Applicant is a Developer of lots to be sold, has a e�-�s Ojp,7--ad ona' Agrcet-nefli been attached?
3. If the Applicant is a )LO W ,' jo-,,
- ------- . onal Ag
OA) been attached?
nei-Assox,iah anf---aii
4. Origin of wastewater: (check all that apply):
E] Residential Owned [:] Retail (stores, centers, malls) ED Car Wash
[] Residential Leased E] Retail with food preparation/service E] Hotel and/or Motels
EJ School / preschool / day care D Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
0 Food and drink facilities [I Church El Swimming Pool/Filter Backwash
0 Businesses / offices / factories [I Nursing Home [] Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 80 % Commercial
'-11-, 0�111111 "I
20 %Industrial ( See 115N A CAM -"-' �1103��20
"Is there a Pretreatment Program in effect? Z Yes No
6. Has a flow reduction been approved under 15A N-'--'AC 02'-;11,0' ? M Yes M No
provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see, 2� -F.0 11 4idD
Daily Design FIOW a,,
No. of Units
Flow
Auto Dealership
125 gal/per fixture
56
7000 GPD
Auto Carwash
1200 gal/per bay
1
1200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
8200 GPD
a See ICAC
4f for caveats to wastewater design flow rates (i.e., minimum flow per
d 5A N02-1, 01 e -1 an, It
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 A 4).
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table N-QAC 02't _01 "-�J shall be
�-- ---------- -
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 8200 GPD (per I �--'A NCAC ;'-0 1' �Qil i
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
F] Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
E] Flow has already been allocated in Permit Number:
n Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

I I I , I i I - 11, jlg� oil -4 111! ''111 11
Vul 1�114!
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 211 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)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) & Pyl D C �' �" � - --_ -
� USill, 41rce I'V11,
1,
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: SS
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.256999' Longitude: -77.835489'
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 38 gallons per minute at 25 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
2 447 PVC
6. Power reliability in accordance with JDA N
0 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
W1
n Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(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

1. Toes the project comply with all separations found m 5; a f !_ ' s 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
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-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
_ N C, A C v 3 4m contains alternatives where separations in 0- v i v cannot be achieved.
> **Stream classifications can be identified using the Division's NIC S'<_W21tr _'_i I
If noncompliance with �� _ 4 , see Section X of this application
2. Roes the project comply with separation requirements for wetlands? (50 feet of separation) [D Yes ® No ❑ N/A
> 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 setbacks found in the river basin rules per J, 5A NICAC ` > .iw 0 ;° Yes E] No ®N/A
> This would include Trout Buffered Streams per 1 Q ?B
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the ,6 1 ' fi ii 1pr
5. Does project comply with 3 N_f_.� ' (additional permits/certifications)? ® Yes ❑ No
Per r_ 5;�:) 1,, 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 ' 5AS , "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 Z No (l N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
FORM: FTA 04-16 Page 4 of 5

Does the submitted system comply with
the tx1juintun, i)cs, 11 ('ritella l'or file 14:1111im"g of, 111plip "i1allon",
andi-orc-ck-jain jji�tv;%csipj),andthc(irz '!YSOvel Mil "lul.-Des oCIrlierijitN41 lkerii i)asapplicable?
"--- - ---- "', " __:N - I -� -9 - " l 1 1-1 1-111 , , " 1-1- $� - _N' 0111
2. Professional Engineer's Certification:
>
name from Application Item 111.1.)
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.
'qP 4 ,
------ 0,attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
NOTE - In accordance with General Statutes 143-2 15,,6A and I 43--j , 15, any person who knowingly makes any false
1_6B
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:
FORM: FTA 04-16 Page 5 of 5

List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+Q
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity,
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
NO.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
77
N/A
3.312
1.325
0.498
0.292
0.790
0.535
89
N/A
14.583
5.833
4.493
1.645
6.137
-0.304
Downstream Facility Name (Sewer): Cape Fear Public t7tility authority
Downstream Permit Number: _E�Q0102�632����

I Matthew Tribett, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
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 11 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.
Official Signature
Title of Signing Official

I - 11 eylair .11131131=11,
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
27% total flow % and 1.645 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
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Blue Clay Road Force Main is in design or under construction with
planned completion in complete and/or
d. The following applies:
The Blue Clay Road Force Main is able to provide additional capacity at PS 89 by
diverting existing flow that is currently tributary to PS 89 directly to NSWWTP.
Construction of the force main is complete and was certified 4/5/18. The force main is
available for event management. Administrative procedures are required for full activation.
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.
Page 3 of 6
FTSE 10- 18

- File an Annual Report/Amend an Annual Report - Upload a PDIF Filing - Order a Document Online .
Add Entity to My Email Notification List - View Filings ® Print a Pre -Populated Annual Report form ® Print
an Amended a Annual Report form
LegaL Name
Wilmington HO RE, LLC
WWWW,
MaiLing PrincipaL Office
6000 i4onroe Rd 6000 Motroe R4
Reg MaKing
ATTN: TAX DEPT, 6000 Monroe Rd
Charlotte, NC 28212
Reg Office
ATTN: TAX DEPT, 6000 Monroe Rd
Charlotte, NC 28212
111159�1 =�•� �1111
ljilll�!;I 1011111, i 11 1 11� i i i� zffl�w
Manager
Hendrick Automotive Group
6000 Monroe Road

ft
(, clr ale MapS
34015'29.1" 77°50'13.0"W
"w3t7[i
t-� oft Oxy Aato`C, fe'
&.'_€'xi�F,j�$x Y31°3I�;A���lt3 f°fHSiew'
p 5
:=.aa1mes for $Orvixcv
,.:
...
P
3r�t ff€f rratC
Kil
f cawfor€ Doof syf:'amn `:'
Plum Fancy
Furry€$.29re d�asa�ra
.,: r s rigs S�ffr��r.
Jif3 Spa
f IV W'-"Paif
3§ i
; ,J fcC t
Jiffy �-.ibe
�
�,. m
,1w",n �F;as arl�rra
ClArio"'i'ty ,shop
New Hz"l
Leisure Word
� ,
Casual l Furniture
Paf,;ae fwaF P anku
a
1tic tuh 'kenxi
T
tlnfmf hod Farniftwe �
i3S €Y➢Rir#fC&6T
ianmatine
arf d fare (""'oast m
V
4
Coven
Map data OO 2019 Google 200 ft
7/15/2019