WQ0041206_Application (FTSE)_20191105

Permit Number WQ0041206
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal S W Rule
Permitted Flow
Facility Name
Baker Collections Car Dealership Private Sewe
Location Address
Owner
Owner Name
Jasper Boulevard LLC
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
9/24/2019
Central Files. APS _ SWP _
9/25/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Tommy B. Baker
1511 Savannah Hwy
Charleston
Public Notice Issue Effective
Regulated Activities Requested /Received Events
Additional information requested
SC 29407782
Expiration

DARAMOUNTE
E N G i N E E Ft 1 N G, I N C.
1 2 2 C I N E M A DR I V E, S U I T E 2 0 1
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F;
1. F. T T R R O F T R A N S M I T T A L
To:
NCDFQ
Date
I September 24, 2019
127 Cardinal Drive Extension
Wilmington, NC 28403
Re:
Baker Luxury Collection
P: 910-796-7380
Sewer Main Extension Application
Attn:
Dean Hukele
Pro'ect No.
19271.PE
e ace sendin : ❑ Originals
® Prints
❑ Shop Drawings
❑ Calculations
he following items: ❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
Quantity
Date
Dwg. No.
Description
2
Design Documents (24"x36")
2
FTA 04-16 & FTSE 10-18
2
Cover Letter
2
Application Fee - $480 (Check #14307)
2
Sewer Flow Letter
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Please contact us if there is any information missing from this application.
For any questions, please contact Rob Balland r alland r m unte-en or A den Chun
(achung@,12aramounitmtng-c-9-m-)or 910-791-6707. Thank you for your attention to this matter.
Cc: RE�FIUniYri.P 21RWR
Signe
e Ch ng, EI
operations Section
WjI!j9ngton Regional OfP'lc:'

pARAMOUNTE
E N G I N E E R 1 N G. I N C.
September 24, 2019
NCDEQ — DWR
127 Cardinal Dr. Ext
Wilmington, NC 28405
RE: Baker Collection Building and Car Wash Building
NCAC 02T.0300 Fast Track Sewer System Extension
Cape Fear Public Utility Authority, New Hanover County, NC
To Whom It May Concern,
Enclosed is a private sewer extension application with supporting documentation for the proposed
commercial development located in the City of Wilmington. There is a proposed 243 LF private sewer
main extension as part of this project.
The proposed project will serve (2) new commercial building, a car show room at 3,412 SF, and a second
building for maintenance and car wash at 3,615 SF which both will drain to a private 6-inch gravity main
that drains to an existing gravity sewer network in New Centre Drive.
The enclosed documents include the following items:
• Check in the amount of $480.00
• Fast Track Sewer System Extension Application
• Flow Tracking for Sewer Extension Applications
• Site Map
On behalf of Jasper Boulevard, LLC we request that you grant a permit for construction of this sewer
system.
Sincerely,
Paramounte Engineering, Inc.
Robert P. Ballard, PE
1 2 2 C I N E M A ❑ R I V E, W I L M I N G T❑ N, N C 2 6 40 3
PHI (9 1 G ) 9 9 1- 6 9❑ 9 F A X: (9 10) 9 9 1- 6 9 6❑

State of North Carolina
WR
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:(& aQ (9d6 no be wmpleted by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Jasper Boulevard.
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: TommyB
Baker per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 1511 Savannah Highway
City: Charleston State: SC
Zip: 29407-7822
5. Applicant's contact information:
Phone number: [phone] Email Address: ddickensl) potschewilmineton.com
11. PROJECT INFORMATION:
1. Project name: Baker Collections
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
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: 34.2424' Longitude:-77.8788"
5. Parcel 1D (if applicable): R04915-003-003-001
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Rob Balland License Number: 31591
Firm: Paramounte Engineering. Inc
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403
Phone number: 910 791-6707 Email Address: rballand(@, aramounte-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
�. or es P o a�\N.e
1. Facility Name: n\ Permit Number:
Owner Name: Cape Fear Public Utilitv Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF) U
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: W inch
System Wide Collection System Permit Numbers (if applicable): WQCS_
Owner Name(s): __
FORM: FTA 04-16 Pagel of 5

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 Agrecment I FORM DEV3 been attached?
[-]Yes [:]No ®N/A
3. If the Applicant is a home/PronOny Owners' Association. has an Oy ratiomLI Agreement I FORM:_HQAJ 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 0I03(a)
►.Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 19A NCAC 027 .0I lA1)? ❑ Yes ® No
➢ If Yes, provide a cony of flow reduction aonroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow "-b
No, of Units
Flow
20 Employees
25 gal/employee
20
12
500 GPD
300 GPD
12 Visitors
25 gallvisitor
gall
GPD
gall
GPD
BaU
gal
-
_GPD
GPD
Total
800 GPD
a See 15A Nc ), J, (c)(1) and e 21 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, 1).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified (in table I5A 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: 800 GPD (per 15A NCAt 1 1: :1t
➢ 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable)- 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 203 C-900 PVC
6 40 DIP
➢ 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 tines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .030.5 & 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 .0305th)(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 021'.0305(t)):
1. Does Ore project comply with all separations found in .{g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewer s -stems:
Setback Parameter
Separation Reguned
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 Lvertical - 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
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
_ _100
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
Tc1p 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 earthgrade vertical
36 inches
➢ 15—A NCAC 02T.03051s) contains alternatives where separations in 02T_0305(o cannot be achieved.
➢ *"Stream classifications can be identified using the Division's NC Surface WaterClassifcation_s teboaee
➢ If noncompliance with 02T.0305 t or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ N/A
➢ Seethe 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 I5A NCAC 02B .0200? ®Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per (5A NC_AC_M.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 Permittine Branch
5. Does project comply with 15A NCAC_02T.0105140) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC _02'1'6_0105 c , 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 021.0402, "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 ❑ 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_1_orce 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 Engiineces Certification:
I, eoj�7.__ L��44 t�►lv attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minhnum 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 per 15A NCAC 02T .0106(b):
\ I, T. I'h �1Sjs_ _ . attest that this application for
(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 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification i y plication package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $1 O 000 ell � vil penalties up to $25,000 per violation.
\ Signature: �( '�_ _—..__------------ Date: 'lzj//�--
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division o; Water f.. ,ot,,, . Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Jasper Boulevard, LLC
Project Name for which flow is being requested: Baker Commercial
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of theproposed wastewater flow.
I. 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 3.362
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.000800
14.024
87.6%
II. 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
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / pfl,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MOD
MGD
Flow
Capacity***
20
N/A
0.468
0.187
0.106
0.001
0.106
0.081
10
N/A
14.832
5.933
3.472
0.603
4.075
1.858
* 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)(4xc) 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:
N/A
Page 1 of 6
FTSE 10-18

III. 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.
6WGINEEQIUb MJfJA&9S
Title of Signing Official
Page 2 of 6
FTSE 10-I8

8/24/2019
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 a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Jasper Boulevard, LLC
Information
Sosld: 1453335
Status: Current -Active
Annual Report Status: Notice Sent
Citizenship: Domestic
Date Formed: 6/19/2015
Registered Agent: Gibson, Frank B., Jr.
Addresses
Mailing
1511 Savannah Highway
Charleston, SC 29407-7822
Reg Mailing
16 North Fifth Avenue
Wilmington, NC 28401-4537
Company Officials
Principal Office
1511 Savannah Highway
Charleston, SC 29407-7822
Reg Office
16 North Fifth Avenue
Wilmington, NC 28401-4537
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Tommy B Baker
1511 Savannah Hwy
Charleston SC 29407
https://ww .sosnc.gov/online_services/search/Business_Registration_Results 1/1

JASPER BOULEVARD LLC
February 8, 2017
Re: Limited Power of Attorney for Tommy B. Baker
To whom it may concern:
Please let it be known, I, Tommy B. Baker hereby appoint Dixon Dickens as my true and
lawful attorney in fact, to act in the place and stead and with same authority as I would
have to do the following:
I hereby give and grant to Dixon Dickens the authority to sign on my behalf, as
Manager, Jasper Boulevard, LLC, for the various site permits required for Baker Motor
Company's new BMW dealership in Wilmington, North Carolina. The new building will be
located on New Center Drive, adjacent to the current BMW dealership.
Provided, however, that all business transacted hereunder for me or for Jasper
Boulevard, LLC shall be transacted in my name, and that all endorsements and
instruments executed by my attorney -in -fact for the purposes of carrying out the
foregoing powers shall contain my name, followed by that of my attorney -in -fact and the
designation "attorney -in -fact."
q
a rd,LLC By: T my B. Baker
Its: Manager
State of South Carolina
County of Charleston
The above named individual personally appeared before me and acknowledged the
0T1pn of s limited power of attorney for the purposes set forth therein on this
ALL 11 2017.
My Commission expires: 011 3D-' —;
nah Highway 1 PHONE [phone]
SC 29407 11 FAX [phone]

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