WQ0042821_Application_20210927

MIJ
Engineers, Surveyors, Planners, Scientists
September 10, 2021
NCDEQ
610 E. Center Ave.
Mooresville, NC 28115
RECEIVED/NCDEQ/DWf
SEP 14 2021
WOROS
MOORESVILLE REGIONAL OFFICE
Subject: Hendrick Auto Mall Service Center — Fast Track Sewer System Extension Application
Dear NCDEQ,
This document is written to provide information describing the existing and private sanitary sewer system that
serves the Hendrick Auto Service Center and Truck Center in Concord, NC. This document will also provide
information describing the proposed Auto Service Center project.
The Hendrick Auto Service Center project consists of the modification of a private sanitary sewer system that
currently serves one building (Commercial Truck Center) and when completed will have a portion of private
sanitary line serving both buildings. This project includes demolishing +/- 81.66 LF of an existing 8" public
PVC sanitary line that is located on the south side of parcel number 4599109019. A sanitary manhole is
proposed on the existing 8" sanitary line, leaving +/- 52.79 LF of the existing 8" public PVC sanitary line
remaining All existing and proposed sanitary sewer lines utilize gravity flow and 3,300 gpd of wastewater are
generated from the two existing and proposed buildings (800 gpd currently drains to the public main).
The sanitary sewer lines that require permitting are as follows (see attached exhibit):
• 205 LF of proposed 8" PVC sanitary sewer that begins at the intersection of sanitary laterals located
onsite near the proposed stormwater pond and ends at a proposed manhole past the guardhouse on
Papa Joe Hendrick Blvd.
Enclosed in this application:
• Signed Public Wastewater Collection System Extension or Modification Application
• Sanitary Sewer Design Calculations
• 7.5-Minute USGS Topographic Map
• Street Level Map
• Signed Utility Plan
If you have any questions on this information, please feel free to contact me at [phone] or
brossi(aemht.com.
Sincerely,
Brian Rossi, PE
Project Manager

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
RECEIVED/NCDEQ/DWR
tgbe completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: HSREL, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County 0 Municipal
3. Signature authority's name: A. Scott Ennis per 15A NCAC 02T .0106(b)
Title: SVP & CFO
4. Applicant's mailing address: 6000 Monroe Road
City: Charlotte State: NC Zip: 28212-
5. Applicant's contact information:
Phone number: [phone] Email Address: fames.woodruffta)hendrickauto.com
II. PROJECT INFORMATION:
1. Project name: Concord Auto Plaza Service Center
2. Application/Project status:
® Proposed (New Permit)
If a modification, provide the existing'permit number: WQ00
SEP 1'4 2021
WOROS
MOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
❑ Existing Permit/Project
and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.359560° Longitude: -80.703806°
5. Parcel ID (if applicable): 4599-10-9019
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian R. Rossi License Number: 045526
Firm: EMH&T
Mailing address: 301 McCullough Drive. Ste. 109
City: Charlotte State: NC Zip: 28262-
Phone number: [phone] Email Address: brossi(a)),emht.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Permit Number: 13-0412503
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ13-0412503 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection SNstem Permit Number(s) of applicabj: WQCS00326
Owner Name(s): City of Concord
FORM: FTA 04-16
Page 1 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. 1f the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
El 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)
❑ Residential Leased ❑ Retail with food preparation/service
O School / preschool / day care 0 Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
® Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? 0 Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 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 a,b
No. of Units
Flow
Auto Plaza - Office Facilities
25 gal/Employee
Max. 100
2,500 GPD
Ex. Truck Center
800 gal/Day - Actual Meter Readings
800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,300 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(l) 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 1 5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3,300 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & DC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
205.22
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
Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: -
1.
2.
3.
4.
5.
Design flow of the pump station:
Operational point(s) of the pump(s):
millions gallons per day (firm capacity)
gallons per minute at
Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
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(f)):
1. Does the project comply with all separations found in I5A NCAC 02T .0305t t1 & t el
➢ 15A NCAC 02T,0305(0 contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(D cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaje
A If noncompliance with 02T.0305(ff 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? 0 Yes ❑ No ® N/A
A This would include Trout Buffered Streams per 15A NCAC 2B4O202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer PermittingBranch
❑Yes ®No
5. Does project comply with ISA NCAC 02T.O105tc,1i61(additional permits/certifications)? ® Yes ❑ No
Per 15ANCAC 02T0105(c)i6l, 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 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:
I, ► �I�lftl� CiOSSI
(Professional Engineer's name from Application Item III.1.)
attest that this application for
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 per 15A NCAC 02T .0106(b):
1, A. SCE Cr\ v-
(Signature Authority's name & title from Application Item 1.3.)
\\\ki .,ttrui1u,..
SEAL
114556
ogfrliZl
�'% • FNGINEE•_�
�/r44N R. RCS\
attest that this application for
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 in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: /l2-G1242l
FORM: FTA 04-16 Page 5 of 5

Tuvia, Ori A
From:
Sent:
To:
Subject:
Rossi, Brian <[e-mail]>
Monday, September 27, 2021 12:45 PM
Tuvia, Ori A
RE: [External] RE: Concord Auto plaza
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Ori — lets keep it at 32 then. Is there anything you need me to submit at this time with the confirmation in number of
employees?
Thanks,
Brian R. Rossi, PE
Project Manager
EMH&T Engineers, Surveyors, Planners, Scientists
301 McCullough Drive, Suite 109, Charlotte, NC 28262
v. 704.353.9948 I c. 980.259.8797 I [e-mail]
emht.com
From: Tuvia, Ori A <[e-mail]>
Sent: Monday, September 27, 2021 11:14 AM
To: Rossi, Brian <[e-mail]>
Subject: RE: [External] RE: Concord Auto plaza
Brian,
They could ask to maintain 2 extra spots as far as flow allocation and you won't need to change.
Sincerely,
Ori
From: Rossi, Brian <[e-mail]>
Sent: Sunday, September 26, 2021 10:04 PM
To: Tuvia, Ori A <[e-mail]>
Subject: [External] RE: Concord Auto plaza
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Ori,
confirmed with the architect for the truck center building that 30 employees are in that building. Do you need me to
update the calcs from 32 to 30 based on our discussion last week?
Thanks,
t

Sanitary Sewer Design Calculations
Concord Auto Plaza Service Center (15A NCAC 02T .0114 Calculations)
Establishment Type
General Business and
Office Facilities
Peak Water Demand
Daily Design Flow
25 gal/employee/shift
2,500 gpd / 24 hours / 60 minutes * 2.5 = 4.3 gpm
Peak Wastewater Demand
2,500 gpd / 24 hours * 2.5 = 260 gph
No. of Units
100
Flow
2,500 gpd
Total: 2,500 gpd
Hendrick Commercial Truck Center (Per Meter Information)
Establishment Type
General Business and
Office Facilities
Daily Design Flow
25 gal/employee/shift
*BASED ON ACTUAL FLOW/METERING DATA
Peak Water Demand
800 gpd / 24 hours / 60 minutes * 2.5 = 1.4 gpm
Peak Wastewater Demand
800 gpd / 24 hours * 2.5 = 83.3 gph
No. of Units
32
Flow
800 gpd*
Total: 3,300 gpd

rr
NORTH CAROL 1 N A
High Performance Living
iiii■IIIlIlII
June 22, 2021
HSREI, LLC
Scott Ennis, Vice President
6000 Monroe Road
Charlotte, NC, 28212
P) 704-567-3635
Email) [e-mail]
635 Alfred Brown Jr Court SW., P.O. Box 308, Concord, NC 28026-www.concordnc.gov
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Hendrick Storage Building -Auto Plaza
City of Concord Project # 2020-088 & Accela PRS2020-02672
Receipt Date: April 30, 2021 (Complete Package)
June 22, 2021 (WSACC Approval)
Engineering Plan Seal Date: April 14, 2021
WSACC Rocky River WWTP — NC0036269
City of Concord, Cabarrus County, North Carolina
Dear Mr. Ennis:
This letter is to confirm that on April 30, 2021, our office received the Hendrick Storage Building -Auto
Plaza engineering plans and specifications, a digital copy of the engineering plans, and private
wastewater collection system application, as prepared and sealed by Brian R. Rossi, NCPE, with
EMH&T, for the Private wastewater collection system extension consisting of approximately 205.22
linear feet of 8-inch sanitary sewer with 3 private manholes and other appurtenances to serve the
Hendrick Commercial Truck Center and Hendrick Storage Building located off/on of Hendrick Auto
Plaza NW, with a commercial wastewater discharge of 3,300 GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 3,300 GPD based on the information indicated on the
NCDENR Fast Track application for the project. The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN
DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY OF
CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS ANY
LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD -
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
Engineering
Phone [phone] • Fax [phone]

USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS FOR
MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All applicable
permits associated with this project must be obtained and copies must be presented on site prior to
commencement of the work.
IMPORTANT: HSREI, LLC must submit a copy of the NCDEQ-Division of Water Resources, Non -
Discharge approval letter and authorization to construct permit and a copy of the engineer's final
certification to the City of Concord prior to interconnection with the City of Concord's public wastewater
collection system. The City of Concord must be present to observe the connection of this private system,
in order to meet the Standard Specifications for Wastewater Collection and Water Distribution for
Cabarrus County. Contact Gary Stansbury, Construction Administrator, at [phone] at least 48
hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A NCAC
02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable. This does not constitute an acceptance of any part of the project that does not
meet North Carolina Administrative Code Title 15A 02T.0300, as applicable. 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 facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and maintenance of the
subject private wastewater collection system that is located on the property beyond the public utility
easement/rights-of-way.
HSREI, LLC will be responsible for complying with the regulatory requirements in accordance with
North Carolina Administrative Code Title 15A 02T.0300, the maintenance and operation of the private
wastewater collection system, and obtaining the required permit approvals associated with the private
wastewater collection system. Please review this section of the Administrative Code prior to submitting
your application to the State. If the permit applicant is unable to perform all of the operation and
maintenance duties required by the State's Administrative Code, a private wastewater collection system
extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable water
service from the City of Concord's public system if improper operation and maintenance of the private
system violations of any Federal, State or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service activation,
HSREI, LLC must complete the NCDEQ DWR regulatory requirements in accordance with North
Carolina Administrative Code 15A NCAC 2T for final approval and HSREI, LLC's engineer must certify
that the private wastewater collection system has been installed in accordance with North Carolina
Administrative Code 15A NCAC 2T. A copy of the engineer's certifications, private system final
approval/acceptance letter, and correspondences, as applicable must be submitted to the City of Concord.

Sincerely,
City of Concord
Sue Hyd
Digitally signed by
Sue Hyde
e Date: 2021.06.23
13:55:14-04'00'
M. Sue Hyde, PE
Director of Engineering
Date
Attachments: 1VSACC Approval Letter
FTSE-01/14 signed by Clinton M. Shoafon 4/30/2021
FTSE-01/14 signed by Chad VonCannon, on 6/22/2021
Electronic cc:
Project #2020-088
EMH&T
Brian R. Rossi, NCPE
301 McCullough Drive, Suite 109
Charlotte, NC 28092
P) 704-353-9948
E) brossi «•emht.com
Sincerely,
City of Concord
14,,," a 4017
Thomas A. Bach, PE
Engineering Manager
Water esou'ces
!0 23/Zna/
Thomas A. Bach, Engineering Manager, Wastewater Resources. [e-mail]
concordnc.gov
Gary Stansbury, Construction Administrator, [e-mail]
concordnc.gov
M. Sue Hyde, Director of Engineering, [e-mail]
concordnc.gov
Date

WSACC
44--rresamer
IS014001,2004 • NC Star Public Setlar • OHSAS 18001.2001
June 21, 2021
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request — City of Concord
Hendrick Storage Building — Auto Plaza Private Sewer
Dear Mr. Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Concord on May 6, 2021. WSACC has or will have capacity
at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport
and treat the commercial wastewater from the proposed project entitled Hendrick Storage Building — Auto
Plaza Private Sewer, located off Hendrick Auto Plaza NW. The referenced project will serve a commercial
truck center and storage building, with a projected wastewater flow of 3,300 gallons per day (gpd). The
wastewater generated by this project will be conveyed through a proposed and existing gravity system and
then enter WSACC's system at the existing 30-inch Rocky River Interceptor. WSACC acknowledges it
has or will have capacity for wastewater from the proposed development based on information provided by
EMH&T (Civil Engineer for the project) using North Carolina Department of Environmental Quality
(NCDEQ) wastewater flow guidelines.
If construction of this project does not commence within two (2) years of the date of this notice, the notice
is rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also
be cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur
upon application for a building permit for the project and when system development fees are paid
pursuant to N.C.G.S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 224.
Sincerely,
Chad VonCannon, PE
Engineering Director
cc: Sherri Moore/Concord
Brian R. Rossi, PE/EMH&T
Michael Wilson/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Hendrick Storage Building — Auto Plaza Private Sewer
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
El Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 3.470
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
21.947 (82.82% of permit)
0.003
25.420
95.92%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No.
* Firm
Capacity
MGD
(A)
Design Average
. Daily Flow **
(Firm/pt)
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(g)=(A-(A
Available
Capacity***
MGD
Lower Rocky
NC0036269
37.000
14.800
11.259
2.721
13.980
0.82
River PS
* 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 Available
Capacity is < 0.
Section III. WSACC Certification Statement:
I, Chad VonCannon PE, 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 from the connection to the WSACC interceptor 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 Section I
and Section II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form indicates
WSACC's guarantee of capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a
commitment to service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSAves payment of the System Development Fee.
WSACC's Signing Official Signature
Date

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Hendrick Storage Building -Auto Plaza —(Project #2020-088 & Accela PRS2020-02672)
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord ['City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
DCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Hendrick Storage Building -Auto Plaza—(Proiect #2020-088 & Accela PRS2020-02672)
Description: The Hendrick Storage Building -Auto Plaza engineering plans and specifications, as prepared and sealed by
Brian R. Rossi, NCPE, with EMH&T, for the Private wastewater collection system extension consisting of approximately
205.22 linear feet of 8-inch sanitary sewer with 3 private manholes and other appurtenances to serve the Hendrick Commercial
Truck Center and Hendrick Storage Building located off/on of Hendrick Auto Plaza NW with a commercial wastewater
discharge of 3,300 GPD.
What is the quantity of flow that will be discharged? 3,300 GPD
Flow type:
❑ Domestic
% ® Commercial 100
❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Firm/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* The Firm Capacity 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 not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, Clinton M. Shoaf, 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 WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Digitally signed by Clinton M.
Clinton M. Shoaf Shoaf
Date: 2021.04.30 15:40:49 -04'00'
4/30/2021
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

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North Carolina Secretary of State Search Results Page 1 of 1
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Limited Liability Company
Legal Name
HSREI, LLC
Information
Sosld: 0694274
Status: Current -Active O
Date Formed: 10/9/2003
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Nolen, PLLC
Addresses
Mailing Principal Office
4400 Papa Joe Hendrick Boulevard 4400 Papa Joe Hendrick Boulevard
Charlotte, NC 28262 Charlotte, NC 28262
Reg Office Reg Mailing
6000 Monroe Road, Suite 350 6000 Monroe Road, Suite 350
Charlotte, NC 28212 Charlotte, NC 28212
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Member
Hendrick Motorsports JRHIII Motorsports Irrv. Trust Dtd 2/8/10
4400 Papa Joe Hendrick Blvd 6000 Monroe Rd
Charlotte NC 28262-0000 Charlotte NC 28212
https://www.sosnc.gov/online_services/search/Business_Registration_Results 9/14/2021