WQ0040880_Permit (Issuance)_20190701

a�STATE"
ROY COOPER
Governor ,� ~
MICHAEL S.REGAN
Secretary
LINDA CULPEPPER
Director NORTH CAROLINA
Environmental Quality
July 1, 2019
John Hartman,Vice President
Crown GVO LLC
2905 Premiere Parkway, Suite 300
Duluth, GA 30097
Subject: Permit No. WQ0040880
Crown GVO LLC
Crown Volvo Greensboro
Wastewater Collection System Extension Permit
Guilford County
Dear Mr. Hartman:
In accordance with your application received May 13, 2019, and additional information received on June
18, 2019 and June 28, 2019, we are forwarding herewith Permit No. WQ0040880 dated July 1, 2019, to
the Crown GVO LLC (Permittee) for the construction and operation upon certification of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein.This cover letter shall
be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T.0403 or any individual system-wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
Moan.cnaouraaD E
dryhnml M EnWrenmenbl Oual�
North Carolina Department of Environmental Quality I Division of Water Resources
Winston-Salem Regional Office 1 450 W Hanes Mill Road,Suite 300 Winston-Salem, NC 27105
[phone]

Crown GVO LLC
Permit No.WQ0040880
If any parts, requirements, or limitations contained in this permit are unacceptable,you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made,this permit shall be final and binding.
If you need additional information concerning this matter, please contact Justin Henderson at (336) 776-
9701 or via e-mail at [e-mail].
Sincerely,
DocuS�igfned<by:
mAr
145B49E225C94EA...
for Linda Culpepper
Director, Division of Water Resources
by Lon Snider, Regional Supervisor
Water Quality Regional Operations Section
Winston-Salem Regional Office
Division of Water Resources, NCDEQ
cc: Adam Essink, PE-Kimley-Horn and Associates, [e-mail]
Shane Messer, City of [e-mail]
Winston-Salem Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

�OuoNVL�
NORTH CAROLINA
Environmental Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Crown GVO LLC
Guilford County
for the construction and operation of approximately 237 linear feet of 6-inch gravity sewer; a 13.7—gallon
per minute pump station with duplex pumps,on-site audible and visual high water alarms,telemetry,and
a portable generator receptacle with telemetry;as well as approximately 300 linear feet of 1.25-inch force
main to serve a Crown Volvo dealership with 15 employees, and 7 plumbing fixtures as part of the Crown
Volvo Greensboro project, and the discharge of 3,943 gallons per day of collected domestic wastewater
into the City of Greensboro's existing sewerage system, pursuant to the application received May 13,
2019, and additional information received on June 18, 2019 and June 28, 2019, and in conformity with
15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Doc uS�igfned<by:
mdcr
-4'B49E225C94EA...
for Linda Culpepper
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0040880
Permit Issued: July 1, 2019
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Crown GVO LLC is hereby authorized to:
Construct,and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the City of Greensboro's T.Z. Osborne
Wastewater Treatment Facility in accordance with Permit Number NC0047384.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable;and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as-constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between CROWN GVO LLC and CITY OF
GREENSBORO for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(g)]
2. No flow in excess of the quantity permitted herein, 3,943 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
3. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-
family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T
.0305(h)(2)]
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0116; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
Page 4 of 8

the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual
permit is not required,the following performance criteria shall be met:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day(i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs(a)through (i)of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 8

5. The Permittee shall report by telephone to a water resources staff member at the Winston-Salem
Regional Office,telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure,due to known or unknown reasons,that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO(or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is one
where the form is fully executed, and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
A complete certification is one where the form is fully executed, and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines&force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
and the rotation schedule of the portable power source or pump, include travel timeframes, shall
be provided.
Page 6 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including but not limited to pipe length changes of 10% or
greater, increased flow, pump station design capacity design increases of 5% or greater and
increases in the number/type of connections), regulations, or the Minimum Design Criteria.
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case-by-
case basis and each on its own merit. Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After-
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification &activation. [15A NCAC 02T.0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case-by-case basis.Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the individual permit and construction record drawings shall be maintained on file by the
Permittee for the life of the wastewater collection facilities. [15A NCAC 02T.0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June
1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement
action by the Division, in accordance with North Carolina General Statutes§143-215.6A through§143-
215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of
the North Carolina-licensed Professional Engineer to the licensing board. [15A NCAC 02T.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions,the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T.0110; 15A NCAC 02T.0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations,or ordinances that may be imposed by the Division any other Federal,State,or Local
government agencies which have jurisdiction or obtaining other permits which maybe required by the
Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Crown Volvo Greensboro:
WQ00 Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. ❑ Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as-built drawings have been signed,sealed,and dated by an N.C. PE? ❑ Yes ❑ No
3) Final Engineering certification? ❑ Yes ❑ No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase,what was previously certified (if applicable),and what is left to be certified.
4) Adequate information related to sewer lines: ❑ Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: ❑ Yes ❑ No ❑ N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: ❑ Yes ❑ No ❑ N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC)for the permitting of Gravity Sewers (latest version), and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines(15A NCAC 02T .0402(2))? ❑ Yes ❑ No
• If yes,ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language,the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit(including but not
limited to pipe length changes of 10%or greater,change in flow,pump station design capacity design change of 5%or
greater,and/or change in the number/type of connections)? ❑ Yes ❑ No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR—Water Quality Regional Operations Section 450 W Hanes Mill Road,Suite 300 Winston-Salem,NC 27105
Winston-Salem Regional Office Phone:[phone] FAX:[phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CROWN GVO LLC
PERMIT#: WQ0040880
PROJECT: CROWN VOLVO GREENSBORO
ISSUE DATE: JULY 1, 2019
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a mannerthat documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I,the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEERS CERTIFICATION
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
Crown Volvo Greensboro and location as referenced above for the above Permittee hereby state that,to
the best of my abilities, due care and diligence was used in the observation of the following construction:
for the construction and operation of approximately 237 linear feet of 6-inch gravity sewer; a 13.7—gallon
per minute pump station with duplex pumps,on-site audible and visual high water alarms,telemetry,and
a portable generator receptacle with telemetry; as well as approximately 300 linear feet of 1.25-inch force
main to serve a Crown Volvo dealership with 15 employees, and 7 plumbing fixtures as part of the Crown
Volvo Greensboro project, and the discharge of 3,943 gallons per day of collected domestic wastewater
into the City of Greensboro's existing sewerage system.
; such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
...............................................
North Carolina Professional Engineer's Seal w/signature &date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers(attach if necessary):
...............................................:
NC DWR—Water Quality Regional Operations Section 450 W Hanes Mill Road,Suite 300 Winston-Salem,NC 27105
Winston-Salem Regional Office Phone:[phone] FAX:[phone]

f N C Department of
Kimley>>> Horn ' Enviro Receiveld uality
JUN 2 8 2019
June 27, 2019 Winston-Salem
' Regional Office
ATTN: Mr. Justin Henderson
North Carolina Department of Environmental Quality
Winston-Salem Regional Office
Division of Water Resources
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105-7407
Crown Volvo Greensboro-Fast Track Sewer System Extension Application
Dear Mr. Henderson,
On behalf of Crown GVO L.L.C., Kimley-Horn submits the attached documentation for permitting of a
proposed pump station and force main for Crown Volvo located at 3607 W Wendover Avenue,
Greensboro, NC. This project proposes a force main that will convey domestic wastewater from the
pump station to a manhole that will then gravity drain into the public system.
The following documents are enclosed for your review:
• Application (FTA 04-16)
Comments received from the first submittal have been addressed as shown on the plans and noted
below.
1) The additional information cover letter suggest that the flow allocation being requested is
2,884 GPD (MEP rates), however p. 2 of 5 of FTA and associated FTSE form both suggest
that 3,943 GPD is being requested for this project. Please indicate which flow value is being
requested.
• The 2,884 GPD specified in the cover letter pertains to the lift station design flow
only. There is additional flow from the site that is exclusively conveyed by gravity
(refer to submittal Attachment 1). Therefore, the lift station design flow and"gravity-
only"design flows add up to the 3,943 GPD total site wastewater flow. This 3,943
GPD is the number that is pertinent to flow tracking acceptance, since it reflects the
total site flows.
2) Please clarify that there is no downstream sewer owner. The additional information response
cover letter suggest that the force main will convey wastewater from pump station to an
existing private gravity sewer manhole across the development. Who is the owner of this
private manhole?
All private belongs to our Client. All public belongs to COG.
3) P. 3 of 5 of FTA proposes that 726 linear feet of 4-inch private sewer will be installed as part
of this project. However, the Division's Minimum Design Criteria requires a minimum of 6-inch
gravity sewer in private applications. Please clarify the proposed 4-inch pipe.
00 South Tryon Street,Suite 200,

Kimley>>> Horn Page 2
• Per our phone conversation, we have revised the civil plans to provide a 6"sewer for
the private collection lines. The FTA has been updated accordingly.
4) The additional information request cover letter indicated the force main has been upsized to
1.25", however the description provided on p. 3 of 5 of FTA still proposes 1" FM. Please
clarify.
• Page 3 of the FTA has been revised to show a 1.25"force main.
5) The additional information request cover letter indicates that Section VIII. 3 of the FTA has
been revised to indicate the appropriate firm capacity of the proposed pump station of
0.18576 MGD, however the firm capacity listed on that page still proposes a firm capacity of
0.002885 MDG. Please clarify.
• Section VIII. 3 of FTA shows the appropriate firm capacity 0.019728 MGD, which is
greater than the original 0.18576 MGD specified due to the increase in FM diameter
(and therefore operating point flow rate).
6) Please complete Section X. of FTA on p. 5 of 5 of FTA.
• Page 5 of the FTA has been revised to include signatures and the engineer's seal.
Please do not hesitate to contact me by phone or by email at 704-409-1804 or adam essink(abkimlev-
horn.com should you need any additional information.
Sincerely,
44-214_ ,4
Adam Essink, PE
Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, INC 28202
200 South Tryon00 Charlotte,INC 28202

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources VIA 04-16&SUPPORTING DOCUMENTATION
Application Number: I7al)oL[ ,/DV (to be completed byDWR)
All items must be completed or the anolication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Crown GVO 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:John Hartman per I SA NCAC 02T.0106(b)
Title: Vice President NC Department of
t Environmental Quality
4. Applicant's mailing address:2905 Premiere Parkway,Suite 300 Received
City:Duluth State:GA Zip: 30097 JUN 2 8 1019
5. Applicant's contact information:
it Winston-Salem
Phone number: 704 281-4059 Email Address:anostromOasburyauto.com
U-- I `}�.''' Regional Office
H. PROJECT INFORMATION:
1. Project name:Crown Volvo Greensboro `
�p Cij
2. Application/Project status: ® Proposed(New Permit) ElExisting Permit/Project J"�c✓`
I
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: Guilford
4. Approximate Coordinates(Decimal Degrees):Latitude: 36.060007' Longitude:-79.868163'
5. Parcel ID(if applicable): 044020
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer:Adam Essink,PE License Number:046031
Firm:Kimley-Horn and Associates.Inc
Mailing address:200 South Tryon Street,Suite 200
City: Charlotte State:NC Zip: 28202-_
Phone number: 704 409-1805 Email Address:adam.essinkt7a kimlev-horn.com
i
I
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name:T.Z.Osborne Water Reclamation Facility Permit Number:NCO047384
Owner Name:City of Greensboro f
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than W WTF):
1. Permit Number(s):WQ_ Downstream(Receiving)Sewer Size: _inch
System Wide Collection System Permit Number(s)(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 NN/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 NN/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM: HOA)been attached?
[--] Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑Residential Owned N 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.0114(fl? [:] Yes N No
➢ If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 021.0114(f)) Daily Design Flow orb No.of Units Flow
Auto,boat, recreational vehicle 125 gaVplumbing fixture GPD
dealerships/showrooms with restrooms
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 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 Waterwayto 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: 3,943 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 i
❑ Flow has already been allocated in Permit Number:
❑Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other(Explain):
FORM:ETA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Servers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
6" 237 ft 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)—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: PS-1
2. Approximate Coordinates(Decimal Degrees): Latitude:36.059056' Longitude: -79.868369'
3. Design flow of the pump station: 0.019728 millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): 13.7 gallons per minute at 22.5 feet total dynamic head(TDI-1)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
1.25 300 SCH 80 PVC
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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ® 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-1 waters of Class 1 or
Class U 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
Anv buildinia 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 webyage
➢ 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
D 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)? ® 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 ®N/A
➢ If yes, include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority tines shall he 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

i
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pumo Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
❑ Yes ❑No
If No,complete and submitthe Variance/Altemative 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�ngi.iy�jeer's Certification: //
I, �[/`UM ✓Sf//1 [ attest that this application For
(Professional Engineer's name� TTTrrrom Application Item III.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 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 1 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. ^�ni� rb
................. if11tC.J A/Hryt...........................
North Carolina Professional Engineer's seal,signature,and date: �.``�(N G
SEAL 7< y
044020
k. .........................
3. Applicant's Certification per 15A NCAC 02T.0I06(b):
I, Ti,"5, Ifi-,drbAn
\/,*Cx 14r�s(d.+ attest that this application for
(Signature Authority's name&title from Application Item 1.3.)
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. 1 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 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.
1 ; p
Signature: 2 � N Date: to Id(r
I
FORM:FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of beater Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Crown GVO LLC
Project Name for which flow is being requested: Crown Volvo Greensboro
More than one FTSE may be required for a single project if lire owner of the WWTP is not responsible for al!purnp
stations along the route ofthe proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: T.Z.Osborne Water Reclamation Facility
b. WWTP Facility Permit #: NCO047384
All flows are in MGD
c. WWTP facility's permitted flow 40.0000
d. Estimated obligated flow not yet tributary to the WWTP CS- 0.0552 SIU- 2.6099
e. WWTP facility's actual avg. flow 29.87
f. Total flow for this specific request 0.003943
g. Total actual and obligated flows to the facility 32.5390
h. Percent of permitted flow used 81.35
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pomp 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/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
*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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I S�h2 Nlei;�5Z✓ 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.
C> c
i ng Official/ig'nataere Dale
Title of Signtng Official
I
Page 2 of 6
FTSE 10-18

City of Greensboro
Water Resources Department
Engineering Division
Flow Tracking/Acceptance for Sewer Extension Permit Applications
�V6, j (COG-FTSE-10/07)
GREENSBORO
Permit Number:
Project Applicant Name: Crown GVO L.L.C.
Project Name for which flow is being requested: Crown Volvo Greensboro-3607 Wendover Ave
More than one COG-FTSE-10/07 oiny be required far a single project if the woer of the WIVTP is not responsible for all pump stations along the rouse of the
proposed wastewater flow.Flow acceptance is contingent upon City Council approval.
The Flow Traebog/Acceptance Permit is valid for a period of one yearfrom the date of issuance.Failure to renew the permit prior to the expiration date,by
submission ofa revised application,will result in relinquishment ofany waste waterflow allocated jar the project in question-4 revised application most be
subrniued to Water Resources Depm4m¢nt ifflow conditions at developrnem plans change other iban what was stated in the original application.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: T.Z.Osborne Water Reclamation Facility
b. WWTP Facility Permit Number: NCO047384
All flows are in MGD
c. WWTP facility's permitted flow 40.0000
d. Estimated obligated flow not yet tributary to the WWTP CS- 0.0552 Slu- 2.6099
e. WWTP facility's actual avg.flow 29.87
f. Total flow for this specific request 0.003943
g. Total actual and obligated flows to the facility 32.5390
h. Percent of permitted flow used 8135
11. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow.
Are there any pump stations affected? No
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx.Capacity,MGD Approx.Current Avg. '
(Finn/Design) Daily Flow,MGD
Not Applicable n/a file
Not Applicable n/a alit
Not Applicable n/a n/a
Not Applicable min n/a
III. Certification Statement:
I,Shane Messer certify that,to the best of my knowledge,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 stations enroute to the receiving treatment plant.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 for which I am the responsible party.Signature of this form indicates acceptance of this
wastewater flow.
5/212019
Signing Official Signaau'e Date

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CHARLOTTE,NORTH CAROLINA 28202
PHONE:[phone]
IRIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERACE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF
AND IMPROPER RELIANCE ON THIS DOCUMENT PoTHOUT MITTEN AUTHORIZATION AND ADAPTA➢ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE YATHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

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5/9/2019 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
CROWN GVO L.L.C.
Information
Sosld: 0474884
Status: Current-Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 11/2/1998
State of Incorporation:
DE
Registered Agent: Corporation Service Company
Addresses
i
Reg Office Reg Mailing
2626 Glenwood Avenue Suite 550 2626 Glenwood Avenue Suite 550
Raleigh, NC 27608 Raleigh, NC 27608
Mailing Principal Office
2905 Premiere Pkwy Suite 300 2905 Premiere Pkwy Suite 300
Duluth, GA 30097-5240 Duluth, GA 30097-5240
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Secretary
Asbury Automotive North Carolina Dealership Holdings L.L.C. George A. Villasana
2905 Premiere Pkwy#300 2905 Premiere Pkwy #300
Duluth GA 30097 Duluth GA 30097
https:/Aw .sosnc.gov/online_services/search/Business_Registration_Results 1/2