WQ0033323_Regional Office Historical File Pre 2018

Nlichael Easley, Governor
William G. Ross Jr., Secretary
North ( arormaL)epartment of Environment 'arid Na(oral Resources
Coleen IT Sullins, Director
Division of Wwr QUallty
August 13, 2008
Naman Speedway, I, LLC
Mr. Sureshkumar Patel
7701 Sharon Lakes Dr. St T
Charlotte, NC 28210
Subject Permit No. WQ0033323
Concord Speedway Hotels (Lot B)
Wastewater Collection System
Cabarrus County, North Carolina
Dear Mr, Patel,
In accordance with your application received on August 8, 2008, we are forwarding herewith
Permit No. WQ0033323 dated August 13, 2008, 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rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter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,
Please 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 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. 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,
Mailing Address
610 East Center ,Aventte, Suite, 301
.ivlooresviile, NC 28115
Photie ('04) 663-1699
Fax [phone]
Location
610 East Center Avenue, Suite ,l3:01
Alooresville„ North Carolina
Internet www.orwatertitiality.org Customer Service I-877-623-6748
NvphLiarrilina
iii
An Equal OpportunitytArfrrmatrve .Action Employer - 50 Recycledil 0% most Consumer Paper

Page Patel
2
August 13, 2008
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 City of Kannapolis for the construction and operation of approximately 172 linear of 6
inch gravity sewer, and the discharge of zero (0) gallon per day of collected domestic wastewater into
the Water and Sewer Authority of Cabarrus County existing sewerage system pursuant to the
application received August 8, 2008, 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
Wastewater Treatment Facility VVVVTP (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 City of Concord. The City of Concord must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the WQCS00326 permit requirements,
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of WSACC. 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 WQS00009 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,
„ e
,for Coleen H. Direct
cc: Mooresville Regional Office, Collection System Permit Files
Charles H. Hodge, Lucas -Forman, Inc
T. Bach, WSACC
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 t the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permiL 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.
0
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

This permit shall no 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.
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.
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 form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
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 28 .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, line
blockage or breakage, etc., 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 messages or faxed information is permissible, but 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 Part I of Form CS -SSG (or the most current Division approved form), within five days
folbwmg first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur Part U of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control,
Permit issued this the 131h day of August 2008,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t!"
(lateen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Numbef.WQ0033323

Pr Fast Track Enqineerani Ce
Permit No, VV00033323
August 13, 2008
Concord Speedway Hotels (Lot B)
OwnerNVQCS
Mr, Sureshkumar Patel
Naman Speedwaw,l, LLC
7701 Sharon Lakes Dr, St T
Charlotte, NC 28081
cation
VVWTPANQCS
Thomas Bach
WSACC
PO Box 428
Concord, NC 28025
PE
Charles H. Hodge
Lucas -Forman, Inc.
4000 Stuart Andrew Blvd.
Charlotte, NC 28217-1535
Mark Fowle
City of Concord
PO Box 308
Concord, NC 28026
Complete and submit this form to the permit sswng issuingregional office with the following:
• One copy of the project record drawings (plan & profile views of sewer Imes) 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 changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's 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.
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (D periodically, I] weekly, EI full time) the construction of Concord Speedway Hotels (Lot B)
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 Engineer'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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

t. (1,;. 6 ri :. 9 A'±i..b avik.F 4' NW. N 1,0.0 104 4 ft.. L.A4 A M1J Y 4G.%-14:
Owner/PAttee:
Ito be completed by a
I —,
lc.
I d. 7701 Sharon 1:ake.s Dr. St `1
!1.
1f,
Z
O I
Mailing Address
NORTH CAROLINA
State
,1a. Narnan Speedway , I, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
• 1b. Sureshkumat` Patel y
Signing ©ffic61-N Fne and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
The legal entity who will own this system is:
Naman Speedway , I, LLC
[phone] 1i, t343 661-0700
Telephone Facsimile
2. Project (Fatality) information::
2a. CONCORD SPEEDWAY HOTELS (LOT B)
Brier Project Name (permit will refer to thi
s name)
. Contact Person:
3a. Charles H. Hodge
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-527-6626 3c. [e-mail]
1e. Charlotte
City
1 g 232 .
Zip Code
ashok namanhote lh eo
E-mail
2b. CABARRUS COUNTY, NC
County Where Project is Located
Phone Number E-mail
1. Project is 0 New ❑ Modification (o
2. Owner is ❑ Public (skip to /tern 6(3))
2a. If private, applicant will be:
® Retaining Ownership (i.e. store, church, single office, etc,) or
❑ Leasing units (lots, townhomes, etc. - skip to Item 8(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
CITY OF CONCORD
Owner of Wastewater Treatment Fa
O 4a. Rocky River WWTF
Name of WWTF
O 5a. CITY OF CONCORD 5b. 5„ Gravity
n existing permit) tf M
Ei Private (go
2b.
d, facilities owned by a (must choose on
❑ Public Utility (Instruction IC)
❑ Homeowner Assoc./Developer (instruction D)
TF) Treating Wastewater From This Project
Owner of Downstream Sewe
O 6. The origin of this w
Z
4b. NC0036269
WWTF Permit No.
_ 5c, 06-1003521 Trunk #2
Receiving Sewer Size [] Force Main Permit # of Downstream Sewer (instruction E)
ate r is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
LI Restaurant
❑ Office
❑ Retail (Stores, shopping centers)
❑ Institution
© Hospital
❑ Church
© Nursing Home
0 Other (specify): hotel
100 % Domestic/Commercial
0 % Industrial
0 %other (specify).
7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
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 line
E Flow has already been allocated in Permit No. 06-1003521 _
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
1: F'
/07 vcr2

z
9. Provide the wastewater flow calculations used in determining 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 B(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).
93 hotel rooms wlo Kitchens @ 120 gpd = 11,160 gpd
All flow previously allocated under permit 06-1003521 trunk#2
10. Summary of Sewer
Size (inches)
cU
be Permitted (attach additional sheets if necessary
Length (feet)
172 If
New Gravity or Additional
Force Main
Gravity
y of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
0
0
Operational Point
GPM @TDH
H
(self chosen - as shown on plans/map for
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
0
Pump Station Location ID
2 Design Flow
Cr (MGD)
0
LL
Z
(self chosen - as shown on plans/map for refer,
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
self chosen
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
- as shown on plans/map for refer
Force Main Size Force Main
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment
facility?
❑ Yes El No If Yes, permit number of '2r"d treatment facility
(Pfl if "woe fn P 1? niaaca rnntarf the, (`e.ntrai (Wire, PPP('.6 Init)
13. 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 WITH YOUR APPLICATION
FTI A 12r`07 Jcr2

' 14, Hdve the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? Yes Q No Ej N/A
Sedimentation and Erosion Control Plan? Z Yes El No Li N/A
Storrnwater'? ® Yes © No I] N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or
interference manholes)? These lines will be considered high priority and must be checked once every six
months
Check if Yes: Li and provide details
Owner/Permittee's Certification
1, Sureshkumar Patel, attest that this application for Concord Speedway Hotels 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. Note: In accordance with North Carolina General Statutes 143 15.6A 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 $1 d, ©00 as welt as civil penalties up to
$25, 000 per violation.
Signing Official Signature
cr I
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
0, TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
Z
2. Professional Engineer's Certification:
1. Charles H. Hodge, attest that this application for Concord Speedway Hotels has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentations
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 adopted February
12, i996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. 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 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 $10,000 as
well as civil penalties up to $25,000 per violation.
2a. Charles H. Hodge _...
Professional Engineer Name
2b, Lucas -Forman, Inc.
Engineering Firm
2e. 4000 Stuart Andrew BLVD.
Mailing Address
2d. Charlotte 2e. NC
City State
2g. 704-527-6626 2h. 704-527-9640 2i. chhod
`telephone Facsimile E-mail.
t f'Al2lti r ver2

Lucas.tbrrnan
Incorporated
nntgly
PO
LETTER OF T NSMJT L
R1
WE ARE SENDING YOU 1 Attached Li Under aepara cover via
L Shop drawings 0 Prints ! ,,r Plans
Copy of letter rj Change order
CO F
THESE ARE TRANSMITTED as checked belo
For approval!
[l For your use
As requested
[_] For review and comment
El FOR BIDS DUE
Samples
DSCRtP-"ON
s
NC DENR M 0
Q-Surface Water Protection
Approved as submitted [ ] Resubmit __ copies for approval
Approved as noted [7 Submit copies for distribution
Returned for corrections Return corrected prints
REMARKS
COPY TO
PRINTS RETURNED AFTER LOAN TO US
SIGNED:
If enclosures are not as noted, kindly notify us at once,

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 0/07)
(WSACC USE ONLY) Convention Center Plaza Modification 2 Project
Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater:
Z Rocky River Wastewater Treatment Facility — Permit No: NC0036269
Muddy Creek Wastewater Treatment Facility Permit No NC0081621
WWTP facility's permitted flow,, MGD
Estimated obligated flow not ,et tributary to the
WWTP facility's actual avg. daily flow, MGD
24,000
), MGD 2.985
Total flow for this pecific request, MGD
Total actual and obligated flows to the facility, MGD
Percent. of permitted flow used
8602%ofpermit
°fp_
0.007
17.852
74.4%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(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 pump 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:
Approx. Capacity, MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
r Rocky River IPS 37.000
6.050
Section 111. WSACC Certification Statement:
1, Thomas A. Bach, P.E. , 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 front the
connection to the .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. This analysis has been preformed 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 11 for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
waswasewater flow.
-
WSACC 's Signing Official Signature Date
Revision Date 02703/1A

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -1 0/07)
(JURIESDiCTION USE ONLY)
Jurisdiction Requesting flow Acceptance for Collection System:
City ofConcord
EICity of Kannapolis
DTown of Harrisburg
DTown of Mt. Pleasant
0C-hark:one Mecklenburg Utilities
Project Name, Description, and NUM
N e: conreiitinCet&i
D 'on: C en
Lu ForM I 1 f 6 975
Sewer "Trunk 2. This commercial wastewater flow of 6 975
acceptance of 63,125 epd that was allocated on Dece
'The final wast collection system for the Convention
Charlesod e E wi I, -Fo Inc, will consist of th no
8-inch sew
124 hotel rooms w h 1
god/15 sqft. with acoa1Tastewater discharge crf 40,500 gpd; and the northeast sewer trunk Sewer Trunk
No. Lwill consists afaoproximItely 299 linear feet -inch swjji 1 manhole and other
ppurtenanCes to serve the fig2g3_ft.Trona a 139-room hotel at 120hotel ° " 175
120 acr
wastewater
appro)tima tely_.346 linear f
m with kitch 175
47
m
ca
What is the quantity of flow that will be discharged?
Flow type:
Domestic
OA
2
*on t
6,975 GPD
Commercial 190 Vo
e N E • b.
b C
ater fl that will collected
WSACC flow
Industrial
Section I - 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 pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station tout are not yet
tributary.)
Approx. Current Avg,
Daily Flow, MGD
rt,w)^3 ievA

Section 11. Jurisdi on's Certification Statem
. Sue Hyde Director of: n idee
volume ofv to to be
receivingWSACCinterceptor
related sewer overtly ov
iSA intere
procedures using th
for which, to the best f my
Sig of this forminieat
overflows or
r urisdie Signing ,
Si
e tied in rco
and that the flow from t
rburden anyd
y is been preformed
ce
in acco
on applies is the
of adver eiy affect the down
this e ter flow..
to the hest of my knowledgea the addition of
�ted along the route icy the
anticipated to cause any ca
ti en route to the receiving
hushed policies and
ed above in S
capacity.

Subject:
Michael E. Easley, Governor
c.;:llarn G. koss Jr., Secretary
North Carolina Department et -Environment a.nd Natural Resources.
Coleen H. Sullins, Director
Divisien of Water Quall
Fast Track Ap Retur
Project Name: K=1
6VritsCounty, North Carolina
The Division
of Water Quality, Mooresville Regional Office received your Fast Track sewer
application on 1 i..51qiv, During an initial review of your application, your application was determined to
be incomplete.. Therefore, your application is being returned, (Please include a copy of this letter with
your resubraittal). For a listing of the correct forrns and instructions please visit:
htt ' ://h2o.enr„.statc,nc,usipercs/CollectionSvstems/CollectionSystemApplications„html,
Please complete/correct the following deficienciesi
Application submitted on wrong or outdated fort s, Fonn(s): _
Application was submitted without a processing fee or with an incorrect processing fee,
A„pplication did not contain a Flow Tracking Form (FTSE 10107),
Application did not contain the Developer'sHomeowner's Operational Agreement,
Application did not contain the Lorrect nuinher of copies.
LI Application failed to include project map..
Application (line A, I b) was not signed by an authorized representative in accordance with 1
NCAC 2T ,0106(b). (see http://h2o,enr„ state,ne, sladminfrulesicodes statutes,htm)
FoliowMg submission of a. complete application, the Mooresville Regional Office will begin a
technical review of your application, If your application is technically deficient additional intbrrnation ma\.
be required or the package may be returned again,
Sincerely,
Robert B. Krebs
Supervisor, Mooresville Regional Office
Enclosure,: Fast Track Sewer Extension Application
Cc 1 RO File
SAshelldocTast Track Return 3. OS
610 East Center Ave. Suite 300 Mooresviile, NC 26115 704.663-1699 (Telephone)

TO
Lucas -Forma
Incorporate
paaan=ae, ,=== aa===aaaaaa
.3136• Chil olf, North 417;arolina 28220-1386
704-
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WE ARE SENDING YOU Ll Attached Li Under separateer via the following items:
El Prints rj Plans Samples ri Specifications
Shop drawings
rl Copy of letter
NO.
Li Change order
C E
DWQSurfac
THESE ARE TRANSMITTED as checked below:
11 For approval Fl Approved as submitted r j Resubmit copies for approval
1 i For your use D Approved as noted: El Submit copies for distribution
El As requested Ei Returned for corrections El Return corrected prints.
, For review and comment El
Li FOR BIDS DUE [1 PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SiGNED:
If enclosures are not as notedo kindly notify us at once.

T k{ OLINA
Hlgh Perf©nuance Living
Naman Speedway 1, LLC
7701 Sharon Lakes Dr., St. T
Charlotte, NC 28220
Attn: Mr. Sureshkumnar Patel, Member
850Warren C, Blvd, RO. Box 3 6 -
July 9, 2008
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
Project Title: Future Hotel (Lot B)
City of Concord Project No. 2008-014 & 2001-029
Receipt Date: July 3, 2008 Permit Revision
June 5, 2008 Design Drawings
Engineering Plan Seal Date: May 14, 2008
City of Concord — Public Water System 1,D. # 01-1-01.0
Cabarrus County, North Carolina
Dear Mr. Patel:
This letter is to confirm that on July 3, 2008, our office received the Future Hotel (Lot B)
engineering plans and specifications, a digital copy of the engineering plans, and private vote eater
collection system application revision, as prepared and sealed by Charles H. Hodge, NCPE, with. Lucas -
Forman, Jnc., for the private wastewater collection system extension consisting of approximately 172
linear feet of 6-inch sewer main with cleanouts and other appurtenances to serve a 93 ro>Qhn
hotel, located on Scott ett Parkway and Speedway Blvd., with no increase to the commercial
wastewa cr` discharge. The wastewater flow associated with this private system was previously allocated
under the City of Concord wastewater collection system self permitting program under permit #06-
1003521 Trunk #2, Convention Center Plaza Modification 2.
Conditions for Acceptance: The Naman Speedway,, 1, LLC and/or their subsidiaries must provide and
maintain adequate grease interception for the proposed restaurants and in -line grease traps for the proposed
hotel room kitchens, and oil separators under the proposed elevators, in accordance with the City of
Concord sewer standards and ordinances. The plumbing pian_s and shop drawings for the proposed grease
interceptor, inline grease traps, and oil -water separators rnust be submitted to the City of Concord.
Engineering
Phone (704) 920,5425 • Fax {7 4) 786-4521

Wastewater Resources, FOG Administrator, Mr.t'"aary Fritz, for review and approval prior to building plan
approval.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge for this 93-room hotel facility based on the information
indicated on the Convention Center Plaza Modification 2 project and tl a 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 1TS 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 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: The Naznan Speedway I, 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 (704) 920-
5404 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 v rill not assume any responsibility for the operation and maintenance
attic subject private wastewater collection system that is located on the property beyond the public utility
easement/rights-of-way.

The Naman Speedway I, 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 policy's.
After the private wastewater collection system has been constructed and prior to water
service activation, the Narnan Speedway I, LLC mug complete the NCDENR DWQ regulatory
requirements in accordance with North Carolina Administrative Code 15A NCAC 2T for final
approval and the Naman Speedway I, 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, Sincerely,
CITY OF CONCORD
CITY OF CONCORD
M. Sue Hyde
Director of Engineering
Mark Fowler
Director of Wastewater Resource
cc:
Project No.: 2008-014 & 2001-029
Lacas-Forman, Inc., Attn: Charles H. Hodge, NCPE, PO Box 113386, Charlotte, NC, 28220
Elec. Copy:
Mark Fowler, Director of Wastewater Resources
M. Sue Hyde, Director of Engineering
Phillip Kingsland, Construction Administrator

North Carolina. Secretary of State
•
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Non -Profit: Reports
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TOOLS
North Carolina
Elaine F Marshal/ DEPARTMENT or' THE
Secretary SECRETARY OF STA
PO Pox 29622 Raligh, NC 276264)622. (91'9)8l't
Date` 7/24/2008
Click here to:
E
View Document Filings I Sign Up for E-Notifications I
Print apre-populated Annual Report Form I Annual Report Count I File
an Annual Report I
Corporation Names
Nance Nance Type
NC Naman Speedway I, Legal
LLC
Limited Liability Company Information
50SID: 0926129
Status: Current -Active
Date Formed: 7/5/2007
Citizenship: Domestic
State of inc.: NC
Duration: 12/31 /2057
Registered Agent
Agent Name:
Patel; Sureshkumar C.
Registered Office Address: 7701 Sharon Lakes Road
Charlotte NC 28210
Registered Mailing 7701 Sharon Lakes Road
Address: Charlotte NC 28210
Principal Office Address: 1914 West Lucas St
Florence SC 29501
Principal Mailing Address: 1914 West Lucas St
Florence SC 29501
nc.us/cor-porations/Cor-p,aspx?Piteniid=8253877 7/24/2008

VtNUrnbeWQ00333;3
Central Files: APS SWP
Permit Tracking Slip
08/12/08
Program Category Status Project Type
Non -discharge Active New Project
Permit Type F 3st Trark Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Row
0
Facility
Facility Name
Concord Speedway Hotels
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name Owner Type
Naman Speedway I LLC
Dates/Everts
Orig Issue App Received
08/12/08 08/08/08
Regulated Activities
Hotel/Motel
Draft Initiated
Scheduled
Issuance
Non -Government
Owner Affiliation
Sureshkumar Patel
7701 Sharon Lakes Dr
Charlotte NC 28210
Public Notice Issue
08/12/08
Additional information requested
Wastewater collection Additional information received
Outfall NULL
Effective Expiration
08/12/08
Waterbody Name
Stream Index Number Current Class Subbasin

Sitt
VOILORE
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IMP(e DENT
NAMAN SPEEDWAY I, LLC
HYATT PLACE OF CONCORD NC
OPERATING ACCOUNT
PO, BOX 4540
FLORENCE, SC 29502
Four Eighty and 0
ENR
BRANCH BANKING AND TRUST COMPANY
FLORENCE, SC 29501
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7/17/2008
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Water Resources
ENVIRONMENTAL QUALITY
December 9, 2016
Sureshkurnar Patel
Naman Speedway, LLC
7701 Sharon Lakes Dr
Clarlotte, NC 28210
SUBJECT: Final Engineering Certification Acknowledgement
Concord Speedway Hotels
Permit No. WQ0033323
Perrnitee: Naman Speedway, LLC
County: Cabarrus
Dear Ms. Patel:
PAT MCCRORY
GoPernor
DONALD R. VAN DER VAAR.T
. Scoria),
S. JAY ZIMMERMAN
Dbraor
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 12/8/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swpipsics/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
oriluvia cdenr.gov.
cc: Mr. Charles Hodge P.E.
Central Files
MRO
Sincerely,
On Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
State of North Carolina I Environmental Quality I Water RelaerCe
610 E. Center Avenue„Suite 301, MoatasAlle, NC 28115
Phow 1 k Weil** ARM ncdeiqo

!PP_rastTrack Ermineering Ce
Permit No. WQ0033323
August 13, 2008
Concord Speedway Hotels (Lot B)
QwnerANQCS
Mr. Sureshkumar Patel
Nathan Speedwaw,I, LLC
7701 Sharon Lakes Dr, St T
Charlotte, NC 28081
c
an
WWTPIVV'QCS
Thomas Bach
WSACC
P© Box 428
Concord, NC 28025
PE
Charles H. Hodge
Lucas -Forman, inc.
4000 Stuart Andrew Blvd_
Charlotte, NC 28217-1535
Mark Fowler
City of Concord
PO Box 308
Concord, NC 28026
Complete and submit this form to the permit issuing regional office with tine following:
• One copy of the project record drawings (plan & profile views of sewer Tines) 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 changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's 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.
ENGINEER'S CERTIFICATION
El Partial
Final
I ) ` as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ("periodically, 0 weekly, 0 full time) the construction of Concord Speedway Hotels (Lot B)
Collection Sewer Systerrt, 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 Engineer'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
M©ORESVILLE 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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

TO
Lucas -Forman
incorporated
hood ',Orr hary jog
Plo n nicht 4,„/Oaroiroorlor;
PO, [Pax 111111.6•Charlotte, Norzh Carolina 28220-138P
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LETTER OF IRANW111AL,
3327
DATE
ATTENTION
WE ARE SENDING YOU ri Attached El Under separate cover via the following items:
LI Shop drawings Ei Prints Plans []. Samples Ei Specifications
ri Copy of letter
comes DATE NO
L__] Change order
THESE ARE TRANSMITTED as checked below:
DESCRIPTION
For approval Ei Approved as submitted El Resubmit copies for approval
El For your use 111 Approved as noted 111] Submit ... copies for distribution
11 As requested li Returned for corrections El Return corrected prints
Ei For review and comment [1
Li FOR BIDS DUE
REMARKS
Li PRINTS RETURNED AFTER LOAN TO US
If enclosures are not as noted, kindly notify us at onc

PAT MCCRORY
irwe',40?
DONALD R, VAN DER VAART
S. JAY ZIMMERMAN
Water Resources
VIRONMEN1 AL CILIALS4
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 12/9/16
Project Name: Concord Speedway Hotels
WQ14: WQ0033323
1) As -built has been signed, sealed, and dated by an N.C. PE Yes No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be 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 of manholes shall be 4 feet (48 inches). Yes D No E] N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)).
Yes r— No N/A
4) Is Project design is in accordance with (see section 1113 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version) Minimum Desi
Criteria for Permitting of Pump Stations and Force Mains (latest version). [1Yes n N
If no, a variance approval is required per the requirements of ISA NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file
5) Project contains high priority lines (15A NCAC 02T .0402(2)) L Yes No
If Yes, insure that the permit contains the necessary condition related to high priority lines ISA
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(10riginal length of pipe — As built length 1/ Original length) < 10%.
If no application need to be modified
No
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office I 610 East Center Avenue, Suite 3011Mooresville, North Carolina 28115
704 663 1699