WQ0040254_Application (FTSE)_20180831

Hunter Auto Group
Fast Track application
Re'c'd August 23, 2018
HENDERSON
BROOKS ENGINEERING ASSOCIATES, PA
1561
`DATE
INVOICE.NQ.
'COMMENT
AMOUNT
NETAMOUNT
08/4/2018
462617
480.00 '
AL
G 2 3 2010
AUG 2 3-20
.
Land QuaiItu SectionWIS
injF's'P Qti
3ts,e ti^ 7n3a fJflri9ib�t"
-
'Askieviile
480.00
DATE08/23/1$ ' VENDOR NG'DEQ.
TOTAL
I__

WQ0040254 BROOKS
--_-- — ENGINEERING ASSOCIATES
1]Arlinhmn5Vee1 / AsM1evilla NC28hh1 / svwwbreeYaes.com / &&272-0OU
Letter of Transmittal
'^eccivcd
AUG 2 3 2018
Land Qua.fity Section
Asheville
To:
From:
Date:
NCDEQ
Mark Brooks
August 20, 2018
Asheville Regional Office
8/20/18
Division of Water Quality
cc: (need telephone no. if Fedex, no P.O. Box)
Attn: Tim Heim
Aerial Ma
2090 US Hwy 70
Received
Swannanoa, NC 28778
8/20/18
(need tele bone no. if Fedex, no P.O. Box
A
UG 2 3 2018
Name
Project
Comments:
Tim —
This is for the three buildings to all be located on the Hunter Auto site in Henderson
County. Sewer connection point is Cane Creek but goes to MSD Plant. Feel free to
call with questions.
Hunter Auto Mart
Land Quality Section
Project No:
Asheville
462917
❑ Mail ❑ Deliver ❑ Overnight* ❑ Other
*must use street address & include phone number
Document Description:
Date:
Copies:
Cover Letter
8/20/18
FTA 04-16
8/20/18
USGS Ma
8/20/18
Aerial Ma
8/20/18
FTSE -04-16
8/20/18
Comments:
Tim —
This is for the three buildings to all be located on the Hunter Auto site in Henderson
County. Sewer connection point is Cane Creek but goes to MSD Plant. Feel free to
call with questions.
17 Arlington Street, Asheville, NC 28801 • Phone [phone] • Fax [phone]

BROOKS
ENGINEERING ASSOCIATES
17MI.omn Cueei / Asheville NC n80l /...hmmee.com In mcoo
Letter of Transmittal
To:
From:
Date:
NCDEQ
Mark Brooks
August 20, 2018
Asheville Regional Office
8/20/18
Aerial Ma
Division of Water Quality
Attn: Tim Heim
cc: (need telephone no. if Fedex, no P.O. Box)
2090 US Hwy 70
Swannanoa, NC 28778
Comments:
Tim —
This is for the three buildings to all be located on the Hunter Auto site in Henderson
County. Sewer connection point is Cane Creek but goes to MSD Plant. Feel free to
call with questions.
need telephone no. if Fedex, no P.O. Box
Project Name
Hunter Auto Mart
Project No:
462917
❑ Mail yr Deliver
❑ Overnight* ❑ Other
*must use street address & include phone number
Document Description:
Date: Copies:
Cover Letter
8/20/18
FTA 04-16
8/20/18
USGS Ma
8/20/18
Aerial Ma
8/20/18
FTSE -04-16
8/20/18
Comments:
Tim —
This is for the three buildings to all be located on the Hunter Auto site in Henderson
County. Sewer connection point is Cane Creek but goes to MSD Plant. Feel free to
call with questions.
17 Arlington Street, Asheville, NC 28801 • Phone [phone] Fax [phone]

BROOKS
ENGINEERING ASSOCIATES
August 15, 2018
NCDEQ
Asheville Regional Office
Division of Water Quality
2090 US Hwy 70
Swannanoa, NC 28778
Attention: Tim Heim, PE
Planning & Project Management / Civil Engineering
Surveying / Environmental Engineering & Services
17 Arlington Street / AshevilleNC28801
www.brooksee.com / 828-232-4700
Regarding: Hunter Auto Group
Henderson County
BEA Project No. 462917
FTA 04-16 Application Cover Letter
Dear Mr. Heim:
WQoo40254
_. ."''n�ratlCrls
On behalf of Airport Road Acquisitions, LLC (owner), we are submitting the enclosed Fast
Track Sewer Extension Application FTA 04-16. The application is for Hunter Auto Group's
new facility which consists of two dealership buildings and a Maintenance/Repair Shop.
The total daily design flow is 10,125 gpd based on 81 fixtures at 125 gpd/fixture (NCAC 02T
.0114 —Auto dealership/showroom). The sewer collection system consists of 4771.f. of 8"
collection main and 3241.f. of 6" line.
The additional required submittal items for this application package are enclosed. Please let
us know if any additional information is needed.
We appreciate your review of this permit application. Please feel free to call or email to
discuss this submittal.
Sincerely,
Brooks Engineering Associates, P.A.
Mark C. Brooks, P.E.
Enclosures: Application Fee Check for $480
Application and checklist for FTA 04-16
USGS Topographic Map of area
Aerial Map
NC Secretary of State Company Search Results

State of North Carolina
DWR
L QoD4O254 I Department of Environmental Quality
IEN'Division of Water Resources
15A NCAC 02T.0300 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T,15A NCAC 02T.0300, Division policies and ¢ood enaineerin¢ practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C :0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; X018
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder "pumps;, „
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.„t
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
43-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5 -inch x 11 -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T0305(hl(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(al(ll provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Prop_e_rtv Owners' Associations
❑ Per 15A NCAC 02T.01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

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 ®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 Operational Agreement (FORM: HOA) been attached?
❑ Yes [—]No ®N/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: 100 % 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.01 14(f) [—]Yes ® 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 °'6
No. of Units
Flow
Dealerships & Maintenance
125 gal/day/fixture
81
10125 GPD
gal/day
GPD
gal/day
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
10,125 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: 10, 25 D (per 15A NCAC 02T.0 114)
➢ 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
8
477
PVC
6
324
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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —±2T.0305 & MDC (Pumn 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)(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 & 15A NCAC 02T .0305(£)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes [-]No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Re uired
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, HOW, 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 sloe 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(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® 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 15A NCAC 02B .0200? ®Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
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 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? r>❑ 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 yndermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ 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:
1. Does the submitted system comply with 15A 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 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 request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
that this application for
Engineer's name
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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification ger 15A 1)TCAC 02T
I, C% ^ !� ?l I T� attest that this application for
(Si afore 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 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, re re tation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine to exc—eed,410,000 as wej� as civil penalties up to $25,000 per violation.
Signature:
Date: gl 0/ U
FORM: FTA 04-16 Page 5 of 5

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7/25/2018
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Airport Road Acquisitions, LLC
Information
Sosld: 1530953
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 7/15/2016
Registered Agent: Martin, Dennis L., Jr.
Addresses
Mailing
2520 Asheville Hwy
Hendersonville, NC 28791
Reg Mailing
2520 Asheville Hwy
Hendersonville, NC 28791
Company Officials
Principal Office
2520 Asheville Hwy
Hendersonville, NC 28791
Reg Office
2520 Asheville Hwy
Hendersonville, NC 28791
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Administrative Member Chief Operating Officer
Thomas Hunter Timothy Walters
2520 Asheville Hwy 2520 Asheville Hwy
Hendersonville NC 28791 Hendersonville NC 28791
https:llw .sosnc.gov/online_services/search/Business_Registration_Results 1/1

AUG 2 1 2018

III. Certification Statement
I t:-- 42G4e7ll [XLf 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 overnows 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 respon�blc party. Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 2 FTSE 04-16