WQ0034049_Regional Office Historical File Pre 2018

3eve4 Eaves Perdue
Charlotte Motor Speedway, LLC
Mr, Collins Trimble, V.P. of Finance
P.O. Box 600
Concord, NC 28026-600
Dear Mr, Trimble,
NCDENR
rolina Deparment of Environment and
Division of Water Quality
Caleen H. Sullins
Direc-cr
May 19, 2009
dral
Dee Fein
Subject: Permit No, WQ0034049
Tom Johnson Campground Phase III
Wastewater Collection System
Cabarrus County, North Carolina
In accordance with your application received on May 12, 2009, we are forwarding herewith
Permit No, WQ0034049 dated May 19, 2009, for the construction and operation 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rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter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,
Pease pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Purnp 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. 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.
Mooresville Regional Office.
Location: 610 East Center Ave,, Suite 301 Mooresville., NC 26115
Phone: [phone] ) Fax: (704). 663-6040 \ Customer Service! 1-877-623-6748
interneL Whewatermlality.org
An Equal OpporttiniEy Affirmative Acton Empiover — 50% Recycledi'l0-7/0 Po sl: Consumer paper
NoT,IliCaroi
jailitabfy

M. Trimble
Page 2
t„1ay 19, 2C 09'
In accordance with the provisions of Article 2.1 ,f Chapter: 143, General Statutes of North
Carolina. as amended, and other applicable Laws, Rules, and Regulation.s, permission is hereby
granted to the Water and Sewer .Authority of Cabarrus County (WSACC) for the construction and
operation of 192 linea.i) feet of 04101 g Tav`ity sevveif, and 243 linear feet of e-inon grovity cCWC.7 ond
discharge of Zero (0) gallon per day of collected domestic wastewater into Rocky River Regional
'WfTP existing sewerage system pursuant to the application received May 12, 2009, and in conformity
with 15A NCAC 2T, 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 Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Rocky River
Regional Wastewater Treatment Facility WWTP (NPDES No.NC0036269) prior to being discharged
into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Water and Sewer Authority of Cabarrus County
(WSACC). The (WSACC) must utilize whatever tracking tools necessary for planning additions
of sewer flow in order to maintain compliance with the WWTP permitted limits and the
WQCS00009 permit requirements.
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 Mr Samar Bou-
Ghazale at [phone].
Sincerely;
for Co een H. Sullins, .Director
cc: Mooresville Regional Office, Collection System Permit Files
David Reese, CESI
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1, This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(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 unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403.
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c An operation and maintenance plan shall be 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-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g Inspection and maintenance records shall be maintained for a period of at least three years.
h 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.

4, This permit shall not be transferable. In the event there i.s a desire for the wastewater collect on
facilities to change ownership, cr there is a name change of the Permittee, a formal permit request
shall io-e 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 itsmerits and may cr may not be approved,
Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utlites nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6, Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the forrn, A complete
certification is one where the form is fully executed and the supporting documents are provided as
a.pplicable,
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; 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.
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,
10, 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 other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
11 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, 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, Iine
blockage or breakage, etc e or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility,

Voice mail ms sages or faxed inform t cn is permissible, but shall rot be considered as the
initial verbal report Overflows and spills occurring outside normal business hours rv4 J also be
reported to the Division of Emergency Managementat telephone number (3 3) 8 3- 333 or
( t) 733-3300 Persons reporting any of the above occurrences shall file a spill report by
completing Part i of Form _SS (or the most current Division approved form), within. five days
Eol owing first knowledge of the occurrence; This report shall outline the actions taken or
prrrnsrmd to sg_Mr thAt the problem d s not recur Part ll of Form S-SSO to the most
current Bikrrsio approved farm) can also b completed to show that the SSO was beyond
control.
Permit issued this the 1,
day of May. 2009,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMCv11SSlON
.firof en H, Sullins, Director
Division of water Quality
By Authority of the Environment
Per itNu
WQ00.34049
nage ent Corr

Fast Track Engineering Certification
Permit No. VVQ0034049 David Reese, P.E.
May 19, 2009 CESI
Tom Johnson Campground Phase III P.O. Box 268
WASAC Concord, NC 28026
P.O. Box 428
Concord, NC 28026
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any chan es resuitin in non-com liance with this e e ulatio
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and ail
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sentin a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
fl Partial El Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, Ell weekly, El full time) the construction of Tom Johnson Campground Phase
III Sewer Extension collection Sewer System, a Cabarrus County project for the Permittee, hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's
(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 Engin
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking ail partial certifications up until a final certification is received. 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD)
Owner/Permittee:
1a. Charlotte Motor Speedwayr L. ...... .,__..��__....,-_..._..__.
Full Name m municipality, HaA, utility, etc.)
2
9 (company, I>_
l b. fl '
Name and Tithe (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
AppUtcatictn Number:
(to be completed by DWd)
The legal ent4 who will own this system is:
0 Individual Federal © Municipality © State County © Private Partnership Corporation © Other
© 1 d. PO Box 600
LL Mailing Address
1If. NC
" State
1h, 704 455 3247 ti 704-455 3251
Telephone Facsimile
Protect (Facility) Information:
Tom ,iohnson Campground Phase It
Brief Project Name (permit will refer to this name
Contact Person:
3a. David Reese
Name and Affliatlo
704-786-5404
1 e. Concord
1 g. 28026-600
Zip Code
rdavis@!owesmotorspeedway.cam
Eamaii
2b Cabarrus
County Where Project is Located.
one Who Can Answer Questions About this Application
3c, davidrees c
E-mail
edification, Permit No.:
Phone Number
Project is El New Modification (of an existing permit)
ds.com
2, Owner is 0 Public (skip to Item 8(3)) 9d3' Private (go to Jderra 2(e))
2a. 8 private, applicant will tie, 2b. I{ so( facslities owned by a (must choose one)
® Retaining Ownership (i,e. store., church, single otbce, etc.)or 0 Public Utility (Instruction C)
© Leasing units (lots, townhomes, etc. - skip to item B(3
0 Selling units (lots, tcwnhomes, etc, - go to Item B(2b)
0 Homeowner Assoc./Developer (Instruction D)
WSACC
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
2 4a. Rocky River WWTF
Name of WWTF
a 5a. City of Concord__ 5b. 8" trEl Gray
ELr Owner of Downstream Sewer Receiving Sewer Size .❑ Force Main
Q 6, The origin of this wastewater is (check all that. apply):
Z
© Residential Subdivision
0 ApartmentslCondominiums
0 Mobile Home Park
El School
Q Restaurant
0 Office
WWTF Permit
4b.IN 00 62
No.
Permit # of Downstream Sewer (Instruction E)
® Retail (Stores, shopping centers)
El Institution
El Hospital
© Church
0 Nursing Home
El Other (specify): event
100 % Domestic/Commercial
% tlndustrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify),',
Volume of wastewater to be allocated or taermilte€i for this particular project 0_ gallons per day
"Do not include future flows or previously perrrt`rtted allocations
If the permitted flow is zero, indicate why
© Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this Ilse
© Flow has already been allocated In Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determnirve if a
permit is required)

CONTINUED
Provide the wastewater flow calculations used in deterrrlining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item t3(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Loss of 120 campsites due to Dragway contruction. Installation of 111 campsite, Net loss of 9 spaces.
O. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (Inches) Length (feet)
5" 192
b"
New Gravity or Additional
Force Main
Gravity
243 Gravity
Summary of Pump Stations w( associated Forte Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
(self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) OperationalPoint 1 „ permanent generator MATS; Force Main Size Force Main Length
GPMnt@TTDH 2 - portable generator w/MTS
0
Pump Stetton Location ID
0
LL.
Design Flow
(MGD)
(sett chosen - as shown on plan
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
eference
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w(MTS
12. Will the wastewater flow in
propos
ump stations be able to be directed to another treatment facility?
© Yes No If Yes„ permit number of 2"1 treatment facility
(fO - if eyes" to 8,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes No
If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WFTH YOUR APPLICATION
FIA12"tf7

14, Have,the toliowing permit !certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings • General Permit or 401Certification? 0 Yes 0 No
Sedimentation and Erosion Control Plan? ® Yes 0 No
Stormwater? ® Yes 0 No
N/A
0 NiA
0 NIA
15. Does this project include any high priority lines, )see 15A NCAC 02T.0402 (2)1 involve aerial lin
iphons, or interference
manholes)? These lines wilt be considered hitch priority and must be checked once every six months
Check if Yes: 0 and provide details
1a.
OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
£p///15 t rnlnlE. , attest that this application fbr_Tom John sar7 Campground Phase
has been reviewed by me and is accurate and complete to the best of my knowledge, t
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, Note: in
accordance with North Carolina General Statutes 143-215,6A and 143-215.68, any person who knowingly makes any
false statement„ representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may
a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
Signing i0tfrcial Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
W! TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC• REFER TO 15A NCAC 02T .0305
0
Q2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
t, David Reese , attest that this application for Torn Johnson Campground Phase ill _ has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calcu€ations, 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 Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 200E and the watershed classification in accordance with Division guidance,
Although other professionals may have developedcertain podions 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: 1n accordance with NC General Statutes 143-215,6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed S 10,0©0 as well as civil penalties up to 525,00E per violation,
CA
2a, David Reese
P'rotessional Engineer Name
2b......__CES1
Engineering Firm
2c. PO Box 268
Mailing Address
2d, Concord
City
2'e. NC 2f. 26026
Zip
2g, 704786-5404".m 2h. 704 786 7454 2 davidreeseAcesilcls.cam
Telephone Facsimile E-mail
7

LAND DEVELOPMENT SERVICES
45 Spring Street SW
Concord, NC 28026
Phone: 704,786,5404
Fax: 704,786,7454
Web: www‘cesdds,com
To:
Division of Water Quality
Company: NCDENR — Mooresville
Regional off
Address: 610 E Center Ave
Mooresville NC 28115
Phone: [phone]
Fax:
704-663-6040
DW
From: Mike Gee, EI
Project
Name:
Tom Johnson Campground Phase 3
Project No.: 090112.000
Date: May 11, 2009
Re: FTA 12/07
Cc: file
For Review and Comment
For Approval
As Requested
[7 For your fife
Copies
2
Date
No.
2
4
Description
FTA 12/07 (1 original/ copy)
Check #22692 in the amount of 480,00 (four hundred eighty and 00/100
dollars)
Flow acceptance letter/willingness to serve
Quad map
NIE:1\FT'S

OF.TH CAROLINA
High Performance Living
5 ?AN 11 N1 I I
Charlotte Motor Speedway, LLC
Attn: Mr. Collins Trimble
PO Box 600
Concord, NC 28026
ar .n. C. Coleman 'Blvd., P.O. Box. 308, Concord. 28026 - www.ci,concord.n.c.us
May 6, 2009
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Tom Johnson Campground Phase 3 Private Water & Sewer
City of Concord Project #: 2009-015
Receipt Date: May 4, 2009 (Drawings, CD)
April 28, 2009 (Application)
Engineering Plan Seal Date: March 24, 2009
WSACC Rocky River WWTP — NC0036269
Citv of Concord, Cabarrus County, North Carolina
Dear Mr. Trimble:
This letter is to confirm that on May 4, 2009, our office received the Tom Johnson
Campground Phase 3 Private Water & Sewer engineering plans and specifications, a digital
copy of the engineering plans, and private wastewater collection system application, as prepared
and sealed by David F. Reese, NCPE, with Concord Engineering & Surveying, Inc. for the
private wastewater collection system extension consisting of approximately 192 linear feet of 8-
inch gravity sewer with manholes, and 243 linear feet of 6-inch gravity sewer with cleanouts and
other appurtenances to serve relocated RV campground sites with a net loss of 9 spaces located
off of Britton Smith Blvd with no additional wastewater discharge.
The City of Concord's public wastewater collection system has the capacity to
accommodate the previously allocated wastewater discharge, as 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
Engineering
Phone [phone] • Fax [phone]

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
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND
ANALYSIS FOR MAKENG 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: The Charlotte Motor Speedway, LLC must submit a copy of the
NCDENR-Division of Water Quality, 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 Phillip Kingsland, 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 02E0300; The Division of Water Quality's Gravity Sewer lvfinimurn, 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
hoard.
Pleas • 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.
The Charlotte Motor Speedway, LLC will he 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

Director of Engineering
May 6, 2009
cc:
Project No,: 2009-015 Tom Johnson Campground Phase 3 Private Water & Sewer
CESI
David R.Reese, PE
PO Box 268
Concord., NC 28026
Elecn Copy:
Mark Fowler, Director of Wastewater Resources
M. Sue Hyde, Director of Engineering.
Phillip Kingsland, Construction Administrator
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, the Charlotte Motor Speedway, LLC must complete the NCDENR DWQ
regulatory requirements in accordance with North Carolina Administrative Code 15A NCAC 2T
for final approval and the Charlotte Motor Speedway, 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
t/4-1
Sincerely,
City of Concord
M. Sue Hyde, PE Mark Fowler
Director of Wastewater Resource
May 6, 2009

NORTH CAR,O
High Performance Living
111111511111111
'44
May 6, 2009
850 ')iarrn 0 C1tmni NIA, P,O, Box 308, Concord, NC 28026 - .Concord.ncu
Thomas A. Bach
Utility Systems Engineer
Water and Sewer Authority of Cabarrus County
Post Office Box 428
Concord, North Carolina 28026-0428
Subject: Notification of Sewer Extension
Tom Johnson Campground Phase 3 Private Sewer Extension
Dear Mr. Bach:
'fhe City of Concord is providing notification of a proposed private wastewater collection system
extension. Enclosed for your records and approval is a copy of the approved engineering drawings.
NCDENR DWQ Fast Track permit application, and a digital copy of the engineering drawings in ACAD
format, The City of Concord will be the retail service provider for the customer(s) served by the
proposed wastewater collection system.
The Tom Johnson Campground Phase 3 Private Sewer engineering plans and specifications, as prepared
and sealed by David F. Reese, NCPE, with Concord Engineering & Surveying, Inc., for the wastewater
collection system extension consisting of approximately 192 linear feet of 8-inch gravity sewer with.
manholes, and 243 linear feet of 6-inch gravity sewer with cleanouts and other appurtenances to serve
relocated RV campground sites with a net loss of 9 spaces locatedoff of Bruton Smith Blvd 'with no
additional wastewater discharge.
Construction of this project shall be in accordance with 1.5A NCAC 0210300; The Division of Water
Quality's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Water
and Sewer Authority of Cabarrus County's standard technical specifications; the City of Concord's
ordinances, policies, and technical specifications; the approved plans; and other supporting data, The
City of Concord will be the retail service provider for the custorner(s) served by the proposed wastewater
collection system.
Please do not provide the City of Concord with a flow acceptance approval letter for this project. If
further information is required, please contact the Engineering Department at [phone].
Sincerely,
City of Concord
W. Brian Hiatt
City Manager
WB H/svm
Date: 5-06-09
Enclosures
cc; Project No, 2009-015
Lkc, Copy: Phillip Kingsland, — Construction Administrator & Niark Fowler - Director of Wastewater Resources
Engineering
Phone (704) 920,5425 * Fax [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord EICityofKannapolis OTown of Harrisburg E1osn ot Mt P ea,
EiCharlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit:
Name: LMS Turn 2 RV Parking Private Water and Sewer —Protect Number 2009-010
Description: The LMS Turn 2 RV arkmg Private Watt and Sewer 'n ans and e
prepared and sealed by David F. Reese, NCPE, with Concord Engineering S
collection system extension consisting, of approximately 167 linear feet of6i1giit 'wr ith c eanouts and
s to serve relocateRV parkrng stalls with a net loss of a portion of southern "Turn-2"spetor
rehead Road with no additional wastewater discharge.
be quantity of flow that will be discharged? 0 GPD
Flow type:
Domestic [ Commercial 100 fl Industrial
Section 1 - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each purup station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary)
Pump Station Name:
NIA
Approx. Capacit
MGD
(Firm/Desi )
Approx. Current Avg.
Daily Flow, MGD
Section II. Jurisdiction's Certification Statement:
1, M. Sue Hyde. Director of Engineering, 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 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
WSACC interceptor. This analysis has been preformed in accordance with local established policies and
procedures using the best available data. This certification appliesto those items listed above in Section 1
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.
5-va
Jurisdiction's Signing Officio gnature

80°43'0"W
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80°43'0"W 80°42'30"W
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for a changing world
80°42"0"W
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80°41'30"W 80°417W 80°40°30'W
80°41'30"W
35°21'56"N
35°20'10"N
80°402.60"W
80°41'0"W
80°40'30"W
0 The
National
Map
httpJlnationa lmap.govj
Geographic Coordinate System (WGS84)

North Carolina Secretary of State Page 1 of I
North Carolina
' Elaine F Marshall DEPARTMENT OF THE
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Corporation Names
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NC Charlotte Motor Legal
Speedway, LLC
NC Charlotte Motor Prey Legal
Speedway Merger Sub„ LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0655,391
Current -Active
12/10/2002
Domestic
NC
Perpetual
Agent Name: CT Corporation System
Registered Office Address: 150 Fayetteville St „ Box 1011
Raleigh NC 27601
Registered Mailing 150 Fayetteville St, Box 1011
Address: Raleigh NC 27601
Principal Office Address: 5401 E Independence Blvd
Charlotte NC 28212
Principal Mailing Address: PO Box 13747
Charlotte NC 28218
http://wwwseeretary.state.ne.usleorporations/Corp.aspx?Pitemid=55927,43 5/13/2009

Central Files: APS SWP
05/19/09
Permit Number Q0034049 Permit Tracking Slip
Program Category Status Project Type
Non discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1,00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
samar bou-ghazate
Coastal SW Rule
Permitted Flow
0
Facility Name
Tom Johnson Campground Phaselli
Major/Minor Region
Minor Mooresville
Location Address County
Cabarrus
Facility Contact Affiliation
Owner
Owner Name
Charlotte Motor Speedway LLC
DatesiEventp
trig issue App Received Draft Initiated
05/13/09 05112109
Regulated Activities
Wastewater coilection
Outfait
N It
Scheduled
issuance
Owner Type
Non -Government
Owner Affiliation
Collins Trimble
Finance P V of
PO Box 600
Concord
NC 28026
Public Notice Issue Effective Expiration
05/13/09 05/13/09
RqqueptediRecetypd fvents
Additional information requested
Addiebnal. information received
Waterbody Name Stream Index Number
Current Class
Subbasin

ONr x€ GME NC HAS NII R t-9'Ptr►WtTIfWGtiSV'p k#E SIG N 4TU LIfil AA VOID PANTOGRAPH
F
OTOR ; PEEDWAY LLC
PERATINCa ACCOUNT
P.O, E3CX 600 704-a58x3206
Ct)NCOAC1. NC'28026-0600
FOUR HUNDRED EIGHTY AND 0)100 DOLLARS
rAY
TO THE
C006R
or
NC Dept Env & Natural Resource
Public Water Supply Section
1628 Mail Service Center
R sei ltb, NC 27699-1628
le. Q 2
BANK OF AMERICA
Dallas, TX
32111110
DATE
3/10/2009
LQ©©a, 2 1. 37 5 L' 5 LQQ 31t'
02269
AMOUNT.
************* $ 480.00
sN

Ei Partial
- Fast Track Ensineerin. Certification
Permit No, W 0034021
May 22, 2009
Hickory Ridge Middle School
WASAC
P.O. Box 428
Concord, NC 280,25
Marcus J. King, P.E.
Site Solutions
232.0 West Morehead Street
Charlotte, NC 28208
Complete and submit this form to the permit issuing regional office with the following.
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than Congest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with ths permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
dFinal
JsJeJe, E3Aefe;91 as a duly registered Professional Engineer in the State of North Carolina, having been
authorizeb to observe (Z:1 periodically, 7 weekly, I full time) the construction of Hickory Ridge Middle School
Sewer Extension collection Sewer System, a Cabarrus County project for the Permittee, hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's
(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 ProfessionalEngineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

TO
3 ©G lirL3AM
NCDENR
SURFACE WATER PROTECTION
610 E CENTER AVE,, SUITE 301
MOORESVILLE, NC 28115
DATE
/5/10
ATTENTION DEE BROWDER
R
B NO
HICKORY RIDGE MIDDLE SCHOOL
PRIVATE SEWER MAIN EXTENSION
CERTIFICATION & AS -BUILT DRAWINGS
WE ARE SENDING YOU
Shop drawings
❑ Copy of letter
096
0 Attached ❑ Under separate cover vla FEDEX
0 Prints
El Change order ❑
❑ Hans
❑ Samples
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
ww w.sitesolutionspa,com
P 704.521,9880 F 704.521.8955
www,sitesolutionspa.com
the following Items'
❑ Specircati
1
DATE NO. DESCRIPTION
7/29/10 ENGINEER'S CERTIFICATION
1 7/12/1©
AS -BUILT DRAWING
THESE ARE TRANSMITTED as checked below:
El For approval ❑ Approved as submitted
0 For your use
❑ As requested
Approved as noted
❑ Returned for corrections
❑ Resubmit
❑ Submit
❑ Return
❑ Far review and comment ©.
REMARKS ATTACHED IS THE ABOVE REFERENCED MATERIAL FOR YOUR USE.
PLEASE LET
COPY TO
EKNO�
FILE
ctspies for approval
copies for distribution
corrected prints
F YOU HAVE ANY QUESTIONS OR NEED ANY ADDITIONAL INFORMATION.
SIGNED:
WESLEY E. SHERRILL, PE