WQ0032312_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
October 23, 2007
Mr. David Blaney, Owner
1751 W. Lexington Avenue
High Point, NC 27262
Subject: Permit No. WQ0032312
David Blaney Sprint Car Shop
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr. Blaney,
In accordance with your application received on October 5, 2007, we are forwarding herewith
Permit No. WQ0032312, dated October 23, 2007, to David Blaney 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
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 for the
construction and operation of approximately 86 linear feet of 6-inch gravity sewer and the discharge of
0 gallons per day of collected domestic wastewater into the City of Salisbury existing sewerage system,
pursuant to the application received May 30, 2007, and in conformity with 15A NCAC 2T; the
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: wwvw.nemwaterquaiity.org Customer Service: 1-877-623-6748
An Equal 0pportunityIAifimialive Action Employer-50% Recycled/10% Post Consumer Paper
No hCarolin a
Aaiura/!y

Mr. Blaney
Page 2
October 23, 2007
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 City of Salisbury
WWTP (NPDES No. NC0023884) prior to being discharged into the receiving stream.
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 Dee Browder at (704)
663-1699.
Sincerely,
t
Oroleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
David Treme, City of Salisbury
Nicolas Parker, Amicus Engineering, PC
Surface Water Protection Central Files
Tom Asenzo, 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.
1

4. This permit shall not be transferable. in the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted fo 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.
5. 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.
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 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.
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.
9. 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, 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.
2

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-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II 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 23rd day of October, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
h l�
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032312
3

7
Fast Track Engineering Certification
Permit No. WQ0032312
October 23, 2007
Owner WWTPIWQCS
David Blaney, Owner David Treme
1751 W. Lexington Ave City of Salisbury
High Point, NC 27262 217 South Main Street
Salisbury, NC 28145
PE
Nicolas Parker
Amicus Engineering, PC
PO Box 133
Midland, NC 28107
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 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 (❑ periodically, ❑ weekly, ['full time) the construction of David Blaney Sprint Car Shop, a
Rowan 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.

FAST-' RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AN
FORCE i41AINS
z
0
0
N.
0
z
)--
d
t3.
4
Q
0
USE THE TAB KEY TO MOVE FRO fMl FiELD TO FiELDI
1, Owner
1 a. David E3Ian ey_..__.
Full Legal Name
fny, munitpality, HOA, utility, et
Signing Official Name andTitle ( se revi
Number:
to by DWQ)
lc The legal entity who will own this system is
[] Individual D Federal © Municipality LJ State/County Private Partnership 0, Cor
Id. 1751 W. Lexington Avenue
Mailing Address
If North Carolina
State
i h. (3351 882-0481__.q_
Telephone Facsimile
2 Project (Facility) Inforrnatron.
2a. Dave Blaney Sprint Car Shop
Brief Project Name (permit will refer to this neme)
3 Contact Person.
3a. Nicholas R. Parker, P.E.
Name and Affiliation of Someone
3b. (7024j 573-1821
Phone Number
Project is New © Modification (of an ern
Can Answer Questions
n
permit)
le. High Point„
City
lg .27282
Zip Code
E-mail
h
2b. Rowan
County Where Project is Located
Applica+
key©arnicuseng,corn _
E-mail
cation, Permit No.
For modifications, attach a separate sheet clearly explaining the reason for the modification (ie. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(1Q-11) that has already been included in the original permlt.
2 Owner is 0 Public (skip (o Item 8(3))
2a, if privy, applicant will be:
Private (go to 2(a))
2b. If sad, facilities yawned by a (must choose one)
Retaining Ownership (i.e. store, church, single office. etc.) or
Q Leasing units (lots, townhornes, etc, - skip to Item S(3))
0 Selling units (fats, townhomes, etc. - goo to item t3(2b))
City of Salisbury
Owner of Wastewater Treatment Facility (WWT
da. Salisbury Rowan W11P
Name of WWTF
5a- Cityt Salist_rury . 5b- Taravity 5c.
(owner of Downstream Sewer :Receiving Sewer Size 0 Force in
The ongin of this wastewater is (check all that apply):
Cl Residential Subdivision
( Apartments/condominiums
Mobile Horne Park
© 5chcaol
© Restaurant
•yi Office
Volume of wastewater to be all
dfort
.Do not include previously permitted al
© Car Wash
L] Institution
0 Hospital
Church
© Nursing I-fome
El Other (specify): Ra
] Publrc Utility (instruction IIi)
© Homeowner Assoc./Developer (Inatruction IV)
) Treating Wastewater From This Project
4b. NC0023884
WWTF Permit No,
Perrmit Number of Downstream Sew
10Q % Domestic/Commercial
% Industrial
_ % Other (spec fy).
ris particular project, 2,900 gallons per day
ocabone
If the permitted flow is zero, indicate why
Ej intercept Line - Flow will be permitted in subs uent pernrrt
al Flow hes already been allocated in Permit No. a a.
Rehabilitation or replacement of existing sewer with no new flow ex
02/03 -

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
•
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
Offices (per shift) 25 gal/person/day - One shift at proposed facility with maximum occupancy at 116 people
Therefore: (25 gal/per/day) x (116 people) = 2,900 gallons per day
10. Summary of Sewer Liners to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
6-in
Gravity or Force Main
(use the pull down menu)
86 Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.016
0
V11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) N/A
Location ID Power Reliability Option
(self chosen - as shown an Design Flow Operational Point el
GPM line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM TDH portable generator wltelemetry; 4-wet well storage)
0
P-
2 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
CZ Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
ui ® Yes ❑ No if no, please reference the pertinent minimum design criteria or regulation and indicate why a
CI- variance is requested, SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
cti
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan? ®Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check it yes: ❑
These lines will be considered hion priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 1 O % flatter than the minimum slope. Lines Installed outside this tolerance should be
corrected prior to submitting the Mai engineering certification..
FTA 02/03 - Rev. 3 04/05

ACK APP:ATION for CRAVITY SEWERS, P"UMPSTAT➢O 1S, AN PORCl~ IYIA➢NS PAGE. 5
guidanceC
1, Use the 13ivision's dot +rnent entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below attach additional sheets as
necessary). This document is evaiabie from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) PR indicate the following:
A Stream Classification is not d kt.eded because all parts of the project are at least 100 feet away from any down c ape
waterbody,
c A Stream Classification is flOt waded because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location iD on Map
teed chosen - as shown on
map tor cross-reference)
Name, of
Waterbody
County
Waterbody Stream Waterbody
River Basin index Classification
Submit the 18.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification,
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is tecurate and complete to the best of my knowledge t understand that if all required
parts of this application are not cornpletect and that if all required supporting documentation and attachments ate not
included, this application package + subject to being returned as incomplete. Note,' In accordance with North Carolina
Genera/ 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 include a fin not to exceed $10,000
as well as civil penalties up to $25, 000 per violation.
2. Pro
tonal Engineer's Certification:
attest that this application for wby rrre and is accurate, complete
and consistent with the information in the engineering plans, calculations, art aft other supporting documentation to the
best of my knowledge, I further attest that to the nest of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Critenn'a 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, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been devekped by other professionals, inclusion of these materials under my ,signatures and seal
signifies that 1 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 143-215,68, any person who knowingly makes any fkls, statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed 510,000 as well as civil penalties up to $25.000 per violation,
2a, Nicholas R. Parker, P.E.
Professional Engineer Name
2b. Amrcus Engineenn9, PC
Engineering Firm
2c, P.O. Box 133
Mailing Address
2d. Midland 2e. NC 2f. 261fi7
City State ;dip
2g. (704) 57 -1t321 2h. [phone] 2i. nr +arkeraanlicuseng.coni
Telephone Facsimile E-mail
SEAL
032006
GiN
•
" As R.
Seal, Signature
F I A 02• 13 - Rey. 3 04'0?

NC DENR MR0
DWQSurfa e'" fi

September 17, '2007
Mr. Nicholas R. Parker, P.E.
Axnicus Engineering, PC
PO Box. 133
Midland, NC 28107
RE: Dave Blaney Sprint Car Shop
Dear Mr, Parlor:
The City's wastewater treatment facility, the Salisbury -Rowan Wastewater Treatment Plant
Town Creek Train, permit # NC0023884, and collect it n system have sufficient capacity to
support an estimated flow of 2,900 gpd created by the pposed Dave Blaney Sprint Car Shop.
The flow was previously permitted in the Summit Corporate Center Phase 111 project
WQ0022773.
If you have any questions or comments please, contact me at [phone].
Sincerely,
y B. Jones, P.E.
ies Engineer
Cc: File
Water Street Salisbury -Rowan t.ltilitics Telephone [phone],05
SaJh'bury NC 28144 )tilities Engineering .I)i%ris on Fax [phone]

FAST -TRACK APPLICA noN for G VTY SEWERS, PUMP STATIONS, AND FORCEPAGE 3
O Id. 1751 VV: Lexington Avenue
LL Mailing Address
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1 Owner:
la David Blaney
Full Legal Name coiiipany, municipality, HOA, utiJity, etc.
z
O ib-
Signing Official Narr,e and Title
2 ▪ lc, The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/Coun
z
1 f. North Carolina
State
• 1h, (336188243481
44C Telephone
LI 2, Project (Facility) Information
J 2a, Dave Bianey Sprint Car Shop
Brief Project Name (permit will refer to this name)
a..
.< 3. Contact Person:
ci 3a, Nicholas R. Parker, P.E.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. i704 573-1621 3c, typarkeramicuseng,com_,
Phone Number E-mail
1 Project is New jj Modification (of an existing permit) If Modification, Permit No.:
For modifications, atta ,:z.h a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, avenging line sizefiength, etc.). Only include the modified information in this permit application - do not
duplicate project information in 8(7) and B(10-11) that has already been included in the original permit.
2. Owner is 0 Public to Item B(3)) 4 Private (go lo item 2(a))
2a. It private, applicant vcil be: 2b If so, facilities owned by a (must choose one)
E Retaining Owne, vhp (I,e stare, church, single office, etc.) or 0 Public Utility (Instruction ill)
0 Leasing units (lo s, townhornes, etc, - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
0 Selling units (toti towniiomes, etc - go fo Item B(2b))
3. City of Salisbury
Owner of Wastawait r TIedment Facility (WWTF
Facsimile
Application Number:
(to be compteted by CYWC))
NCAC 2H 0206( for authorized signing officr I
Private Partnership 0 Corporation 0 Other (specify),
e, High Point
City
lg, 27262
Zip Code
1j,
Erna
2b, Rowan
County Where Project is Located
ce 4a. Salisbury Rowan VvV,'TP
Name of VVVVTF
Treating Wastewater From This Project
4b. NC0023884
VVVVTF Permit No,
LIL. 5a Cityof Salisbury 5b. jfl Gravity 5c
Owner of Downstream ,;ei.vkq' Receiving Sewer Size [1 Force Main
0 The origin of this wE‘s,tevs ate is (check all that apply)
ai
0 Residential Sub.livisio,
0 Apartments/Col dornniims
0 Mobile Home Pi xik
0 School
El Restaurant
Office
Permit Number of Downstream Sower (if known)
0 Car Wash
Institution
O Hospital
0 Church
0 Nursing Horne
Other (specify) Race Shop
100 % Doniestic./Comrriercial
% Industrial
% Other (specify).
7. Volume of wastewater to be alio -ated for this particular project 29O0 gallons per day
'Do not Include previously, leer flitted allocations
8. If the permitted flow is zero ii,dicale why:
Interceptor Line - Flow will permitted in subsequent perrnrts that connect to this line
0 Flow has already been „flit ,ated in Permit No,
0 Rehabilitation or replactin nt of existing sewer with no new flow expected
FT A 02103
Rev, 3 04[05

CHINA GROVE QUADRANGLE
NORTH CAR©LINA
7.5 MINUTE SERIES (TOPOGRAPHIC)
;.aZ.3 rz°r (tia ,...
,, 1ilt L.)
CT

October 3, 2007
North Carolina Department of Environment & Natl. Resources
Mooresville Regional. Office
610 E. Center Avenue; Suite 301
Mooresville, North Carolina 28115
Attention: Ms. Dee Browder
Reference: Fast Track State Sewer Permit Application
Blaney Sprint Car Shop
Tax Parcel 401A-028
Project Number: 17-07-002
Ms. Browder:
ngineering
Design & Development
On behalf of Lorenz Architecture, Amicus Engineering, PC (Amicus) is pleased to submit
this fast track application for gravity sewers. In addition to the original application, I have
enclosed a copy of the application, a flow acceptance letter, an 8 x 11 USGS 7.5 minute
map, the site utility' plan, and two checks totaling $480.00. I hope this information satisfies
the state's permit requirements. Should. you have any questions or comments, or require
additional information, feel free to contact me at (704) 573-1.621.
Sincerely,
Nicholas R. Parker, P.E.
Senior Reviewer
CC: Mr. Lee Shuman — Lorenz Architecture
T $9
NC DENR M 0
urface Wafer Proe c

Permit Number WQ0032312
Central Files: APS SWP
10/23/07
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
dee.browder
Permitted Flow
0
Facility
Facility Name
Dave Blaney Sprint Car Shop
Location Address
Owner
Owner Name
David
Dates/Events
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Type
individual •
Blaney Owner Affiliation
David Blaney, Owner
1751 W Lexington Ave
High Point NC 27262
Orig Issue
10/23/07
App Received Draft Initiated
10/05/07
Scheduled
Issuance
Public Notice Issue
10/23/07
Effective Expiration
10/23/07
Regulated Activities Recwested/Received Events
Office Additional information requested 10/23/07
Additional information received 10/23/07
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin