WQ0032838_Regional Office Historical File Pre 2018

Nhhad F. Easley, Governor
V6Iliam (3. Ross Jr Secretary
North &artiia Departmeni of Environment and 'Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
April 10, 2008
Mr, Samuel Maters Jr,, Director of Construction
Cabarrus County
4401 Old Airport Road
Concord, NC 28025
Subject: Permit No, WQ0032838
Cox Mill Road High School
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Maters,
In accordance with your application received on April 4, 2008, we are forwarding herewith
Permit No. WQ0032838, dated April 7, 2008, to Cabarrus County 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein, This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
Mooresville Regional ()Ifice. 610 .East Center Ave „ Suite 301 Mooresville., NC 2811.5
Internet WWW n c m w te rquali ty o ry Customer Service: 1-877-623-.6748
An Eva! Opportunity/Affirmative cEon Employer— 50',A Recycled110% Post Consumer Paper
Phone.: (704t 663-116.99 :Fax: [phone]
hc
NoorthCarolina
Naturally

Fr
Mr Masers
Page 2
April 10, 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 Cabarrus County for the construction and operation of approximately 1,747 linear feet of
8-inch gravity sewer, 242 linear feet of 6-inch gravity, and the discharge of 0 gallons per day of
collected domestic wastewater into the Cabarrus County sewer system and the Water and Sewer
Authority of Cabarrus County existing sewer system 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.
Assessing subsequent impacts to the Cabarrus County portion of the downstream
collection system is the complete responsibility of Cabarrus County. Cabarrus County must
utilize whatever tracking tools necessary for planning additions of sewer flow in order to
maintain compliance with the collection system requirements.
Assessing subsequent impacts to the City of Concord portion of the downstream
collection system is the complete responsibility of the City of Concord. Concord must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the collection system WQCS00326 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 WQCS00009 permit requirements
The sewage and wastewater collected by this system shall be treated in the Water and Sewer
Authority of Cabarrus County WWTP (Rocky River NPDES No. NC0036269) prior to being discharged
into the receiving stream,
If any parts, requirements, or limifations 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 rnatter, please contact Dee Browder at (704)
663-1699.
Sincerely,
"I‘
fibr Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Thomas Bach, WSACC
Mark Fowler, City of Concord
Wesley Sherrill, Site Solutions
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:
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 21_ .0200 or the surface water standards in 15A NCAC 2B .0200.
A map of the sewer system shall be developed and shall be actively maintained.
An operation and maintenance plan shall be developed and implemented.
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.
High -priority sewer lines shall be inspected at least once per every six-month period of time.
a.
b.
c.
d.
e.
f. A general observation of the entire sewer system shall be conducted at least once per year.
Inspection and maintenance records shall be maintained for a period of at least three years.
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.
g.
h.

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 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.
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.

Voice mail messages or faxed information is permissible, but shallnot 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 (i) 858-0368 or
(919) 73 - 300, Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form S- (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 11 of Form -1 (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the l th day of April 20080
NORTH CAROLINA ENVIRONMENTALMANAGEMENT
r Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Vun VQ003283
IIiN

Fast Track Engineering Certification
Permit No, WQ0032838
April 10, 2008
OwnerIWQCS PE VANTP/WQCS VVWCS
Samuel Masters, Jr, Dir. Of Const, Wesley Sherrill Thomas Bach, Util, Sys. Eng. Mark Fowler, Dir. WR
Cabarrus County Site Solutions WSACC City of Concord
4401 Old Airport Road 2320 W. Morehead St. PO Box 428 PO Box 308
Concord, NC 28081 Charlotte, NC 28208 Concord, NC 28026 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 sf 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. Permt
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minim, urn 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.
1
ENGINEER'S CERTIFICATION
Partial El Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, LI weekly, El full time) the construction of Cox Mill High School, 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 2-1; 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 Engineers
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

-TRACK. APPLICATION for GRAVITY SEWERS, PU r° P STATIONS, AND FORCE
AINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner.
a. Cabarrus Coun
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
0 1 b. Samuel Masters Jr, Director of Construction
0
L1.
0
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Q
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2
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PAGES
Signing Official Name and Title (Please review 15A NCAC 02T .0106(b) for authorized signing officials!)
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality StatefCounty ❑ Private Partnership ❑ Corpo
1d, 4401 Old Airport Road
Mailing Address
1f, NC
1 e. Concord
on ❑ Other (specify):
City
1g. 28025
State Zip Code
1 h. 704-262-6219 1 i. 704-262-6244
Telephone Facsimile
2. Project (Facility) information:
2a. Cox Mill Road High School- private sewer main extension 2b, Cabarrus
[e-mail]
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Wesley Sherrill- Sr Civil Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-521-9880 3c. eeley(sitesolution
Phone Number
E-mail
1, Project is New
dification (of an existing permit)
County Where Project is Located
E-ma
Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (R.e, 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(10-11) that has already been included in the original permit.
2. Owner is I Public (skip to Item B(3)) ❑ Private (go to hem 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (mus
❑ Retaining Ownership (i.e. store, church, single office, etc) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (Rots, townhomes, etc. - go to Item B(2b))
Water and Sewer Authori# of Cabarrus Count SACC'
Owner of Wastewater Treatment Facility (W A/TF
4a, Rocky River Rfgional WWTF
Name of WWTF
5a. City of Concord 5b. 8 �®
Owner of Downstream Sewer Receiving Sewer Size E❑ Force Main
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
School
O Restaurant
0 Office
choose one
0 Public Utility (Instruction III)
❑ Homeowner AssociDeveloper (Instruction IV)
ater From This Project
411 NC 0036269
Gravity 5c,
Car Wash
E] Institution
❑ Hospital
Ej Church
❑ Nursing Home
0 Other (specify):
WWTF Permit No,
Permit Number of Down
7. Volume of wastewater to be allocated for th's particular project: 0 gallons per day
*Do not include previously permitted allocations
earn Sewer (if known)
100 % Domestic/Commercial
% Industrial
% Other (specify):
8. If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
® Flow has already been allocated in Permit No. City of Concord public main extension project '#2C108-001
Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 Rev, 04/05

z
z
0
2
ce
0
u_
RACK APPLtCAT1ON for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
8 Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 02T
.0114(c) 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 must be supported with actual water or wastewater use data in accordance with 15A NCAC.
Flow to be allocated in City of Concord public sewer permit No:
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
242
1747
0.38
ummavy of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
Gravity
Gravity
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM © TDH portable generator witelemetry; 4-wet well storage)
12, 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 02T as applicable?
Yes O 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes: 0
These lines will be considered high onoritv and must be checkedonceevery six months
15. Does this project have gravity sewer lines designed at minimum slopes? O
Be aware that the Division will not accept installed lines more than 10% 'flatter than the minimum slope, Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification_
Yes LINo 0 N/A
Yes DNo N/A
FTA 02/03 - Rev. 1 04/05

'T
r GRAV'TT SEWERS, PUMP "AT ONS, AND i ORCE MAINS
Use floe l ivisian s guidanco document entitled, "
(FAST -TRACK SEWER SYSTEMS)" to collect and r
necessary), This document is available from our web si
regional office (see instructions for addresses) OR indicat
A Stream Classification is not needed because a
waterbady; iQ,
A StrearnGtessificati+ort is neat n
option for any pump station near a
Location ID on Map .�
self chow es shown on i Name of
ep or croas-r�FerenceiWaterlvcly_ _.._...w
se ttF
Applican
n.
dionu does not d
erbady.
County
PAGE 5
CSSIFICAT'IONS FOR FORM FTA 02103
ification data below (attach additional sheets as
he appropriate Division of Water Quality
afeet away from any down slo
n
�,rRiver Basin
" x '11" CQLOR topographic map as
tardl of whether a classification
go as a power reliability
9rt rbody Strewn
Index,.._ma_
0ri
1, Samuel Mestere, attest that this application for Cox MN igh School prtVel`+s sewer' main extension
has bean reviewed by me and is accurate and complete to the best of my knowledge. I understand that 1T all required
parts of this appticaticon are not completed and that 1 all required supoort* g docuinentalion and attachments ere not
included, this application package Is subject to being returned as incomplete, Note; In aCC nlance with North Carolina
!Statutes 143-21S,6A and 143-215.68, any person who knowingly makes any false statement, representation, or
anon In any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as crvll penalties u to $25,1 per violation.
........._. up to _......,.. _.,.._.'..........,°,,..
Siena
Certitioet lion:
ppllcation for Cox Milt Nigh Scmain extension h s tin reviewed by me and is
ac r r np1ete and consistent with the information lio flee engineering plans, calcufations, and all other supporting
documentation to the best of nay knowledge. I further attest that to I"ha best of my knowledge the proposed design has
been prepared" in accordance with the applicable regulations, ravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1998, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classiflcati€on In accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professk Oats, inclusion of these materials under my;
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.8A and 143-215.88, any person who knowingly makes any false
statement representation, or cerl#tcatipn in any appiiicatnon shell be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as dill penalties up to $25,000 per violation.
Via. Wesley mill
P'rofessiconal min Name
',2b. Site Solutions'_...,....._
Engineering Firm
2c. 2320 W. Morehead St,
Mailing Address
Tel
Zip
7t}4-a2 -8t� 2i, wesleyasitesolutionspa°coom�
Facsimile E-mail
15471
FTA 02/0 -1 . 3 04/05

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
OCity of Kannapolis
OTown of Harrisburg
OTown of Mt Pleasant
OCharlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit: NOTIFICATION ONLY
Name: Cox Mill High School Private Sewer Extension -Prof Number 2001-029
Description: The Cox Mill High School Private Sewer Extension
bv Wesley E Shemil NCPE.th
consisting of approxunately l.747Ji
gravity sewer with 10 manholes and other appurtenances to serve a
d on Cox Mill Road no increase r di
ect n
he quaritit of flow that wifl be discharged? 0 GPD NOTIFICATION ONLY
Flow type:
Domestic 0 % Commercial 1QO % Industrial 0°i°
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 but are not yet
tributary.)
Pump Station Name:
N/A
I Approx. Capacity,
MGD
(Firm/Design)
Approx. Current Avg
Daily Flow, MGD
Section II. Jurisdiction's Certification Statement:
I, 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 applies to 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.
4/ .2
Jurisdiction's Signing Officio gnature ate
Revision Date: 02)03/04

State o 'North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
TSE —10/07)
(WSACC USE ONLY) Cox Mill High School Private Sewer Main Ext. Proj.
ection I Name of wastewater treatment facility (WWTF) receiving wastewater.
Rocky River Wastewater Treatment Facility — Permit No: NC0036269
uddy Creek Wastewater Treatment Facility — Permit No: NUMMI
WWTP facility's permitted flow, MGD 24.000
Estimated obligated flow not yet tributary to the WWIP, MGD 1.951
WWIP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and oblit ,,ted flows to the facility, MGD
Percent of permitted flow used
14.860 (62% of_permit)
0.000
16.811
70%
Section IL 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
(F lira/Design)
Appox Current Avg,.
Daily Flow, MGD
Rocky River IPS 37 OW
6 050
lion 111 WSACC Certification
teme
Thomas A. Bach, P.E. , certify that, to the best of my knowledge, the addition of
volume of wastewater to be permitted in this project has been evaluated along the route from 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 II for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity Signature of this form indicates acceptance of this
wasciavielfltow
WSACC's Signing Official Sgnatwe
Da

Central Files: APS SWP
04/09/08
Permit Number WQ00328 8 Perm,t Tr king Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fs r Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
deetrowder
Permitted Flow
0
Version
too
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Cox Mill Road High School
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name Owner Type
Cabarrus County Government - County
Dutes/Events
Ong Issue App Received
04/07/08 03/12/08
Re ulated Activities
School
Wastewater collection
Outfall NJLL.
Draft Initiated
Scheduled
Issuance
Owner Affiliation
Henry Waldrop
PO Box 707
Concord
NC 28025
Public Notice Issue Effective
04/07/08 04/07/08
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
M. Sue Hyde, P.E., Director of Engineering
Cabarrus County Schools
4401 Old Airport Road
Concord, NC 28025
Attn: Mr. Samuel Master:
Dear Mr. Masters:
February 15, 2008
ctor of Construction
NA
Nigh Performance
WO NW w lwr MN r1 M1 arrr
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
Project Title: Cox Mill High School Private Sewer Main Extension
City of Concord Project No. 2001-029
Receipt Date: February 8, 2008
Engineering Plan Seal Date: January 28, 2008
City of Concord — Public Water System I.D. # 01-1-010
Cabanas County, North Carolina
This letter is to confirm that on February 8, 2008, our office received the Cox Mill High School
Private Sewer Main Extension engineering plans and specifications, a digital copy of the engineering
plans, and private wastewater collection system application, as prepared and sealed by Wesley E
Sherrill, NCPE, with Site Solutions, PA, for the private wastewater collection system extension
consisting of approximately 1,747 linear feet of 8-inch gravity sewer, 242 linear feet of 6-inch gravity
sewer with 10 manholes and other appurtenances to serve a high school with cafeteria, gym and showers,
located on Cox Mill Road, with no increase to the wastewater discharge, as it is allocated under Cox Mill
High School Public Sewer Main Extension project number 2008-001.
Conditions for Acceptance: Cabarrus County Schools and/or their subsidiaries must provide and
maintain adequate grease interception for the proposed food preparation facilities and in -line grease traps
for the proposed stadium food vending facilities, and oil separators under any proposed elevators, in
accordance with the City of Concord sewer standards and ordinances. The plumbing plans and shop
drawings for the proposed grease interceptor, inline grease traps, and oil -water separators must be
submitted to the City of Concord Wastewater Resources, FOG Administrator, Mr. Gary 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 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
ed M. Brown Operations Center
City of Cmcard C Cd& m n Bh,d • PO. Box 308 .
920-5425 0
7 86- 45 21 • TDD 1-8a 7355 (2 a arcs

engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN DESIGNS,
CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY APPLICANTS, THEIR
TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE CITY OF CONCORD AND ITS
STAFF ARE NOT RESPONSIBLE FOR FINDING OR CORRECTING ANY ERRORS OR
DEFICIENCIES IN PLANS SUBMITTED TO THE CITY OF CONCORD FOR , REVIEW AND
APPROVAL. THE CITY OF CONCORD DISCLAIMS ANY LTABILITY FOR ERRORS CONTAINED IN
PLANS SUBMITTED TO THE CITY OF CONCORD. THE SIGNATURE OF TIIE 'CITY OF CONCORD
ENGINEER MAY NOT BE RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS
A THIRD PARTY BENEFICIARY) WITH ANY PARTY USINGTHIS PLAN OR DRAWING; PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS FOR
MAKING A DECISION IN RELIthiNCE ON THIS pOCUMENT.
This letter shallnot'be'cn0d as art Anthoriza4on "C truct" by the City of Concord. All
• , ,
applicable permits associated with Ni projecf must be obtamed and copies must be presented on
site prior to commencement of the work.
IMPORTANT: The p4barr9s County Schools 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
WasteateeCtilFection and Water Distribution for Cabarets County. Contact Phillip Kingsland,
ConstrtietiOn Administrator, at [phone] at least 48 hours prior to the initiating system
coitneetion.
ConStraction of theprivate wastewater collectiOzi system project Shall be in accordance with 15A
NCAC '021':0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria
adopteifFebruary 12, 1996, as applicable This doesnot 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 §I43-215.6A through .§143-2156,Cconstruction of additional or replacement facilities,
anWqr rcfPn:ai-Oi' the North Cgolina-licPOsed Professional Engineer to the licensingboard.
Please be aware that ,the City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection system that is located on the property
beyond the public utility easement/rights-of-way.
Cabarrus County Schools 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, Cabarrus -C.ounty trust complete the NCDENR DWQ regulatory' requirements in
accordance with North CarolinaAdministrative Code 15A NCAC 2T for final approval and
Cabarrus, coanty'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
M. Sue Hyde
Director of Engineering
CITY OF CONCORD
Mark Fowler
Director of Wastewater Resource
cc:
Project No.:'2001-029 Cox Mill high School Private Sewer Main Extension
Wesley E, Sherrill, Site Solutions, PA, 2320 W. Morehead St, Charlotte, NC, 28208
Dec, Copy:
MarkEowler, Director ofWastewater Resources
MSue Ftyde,` Director of Engineering
Phillip Kingsland, Construction Administrator

WSACC Rocky River lntept
36-inch PVC
Node:+/- 011769
Cox Mill Road High School
Public & Private Sewer Extensions
Project No: 2008-001
MOTLEY LLC
MOTLEY LLC

Dep
State of North Carolina
nvironment 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
EjCity of Kannapolis
Errown of Harrisburg
EiTown of Mt Pleasant
abarlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit: NOTIFICATION ONLY
Name: Cox Mill Nigh School Private Sewer Extension —Project Number 2001-029
Description: The Cox Mth High School Private Sewer Extension engineering plans ands a
prepared and sealed E SherjJ1. NCPE, wit Site solutions PA. NCPE, for the wastewater_ llecPctLon_
system extension consisting of a roxmiateiyj 747 linear feef 8-inch gravity sewer,_ 242 linear feet of 6-inch
gravity sewer with 10 manholes and other appurtenances to serve a high school with cafeteria, gym and Shors,
located on Cox Mill Road, with no mcrease to the wastenter discharge, as it is allocated under Cox Mill High
School Public Sewer Main Ex
What h the quantity offlow that will be discharged? 0 GPD NOTIFICATION ONLY
Flow type:
EJ Domestic 0 % 114 Commercial 100 % El Industrial Og'At
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 hnpacted 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 flaw for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
N/A
Approx. Capacity,
tviGD
(Firm/Desiipt)
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 applies to those items listed above
in Section I for which, to the best (Amy knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
AAA
Jurisdiction's Signing Offi ia
Revision Date: 0203/04
66.
te

State of' North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow aching/Acceptance for Sewer Extension Permit Applications
TSE —10/07)
(WSACC USE ONLY) Cox Mill High School Private Sewer Main Ext. Proj.
Section I. Name of wastewater treatment facility (WWIF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit No: NC0036269
El Muddy Creek Wastewater Treatment Facility — Permit No: NC0081621
acility's permitted flow, MGD
ated oblizated flow not 'bu
WWTP facility's actual avg. daily flow, MGD
Total flow for this vecific request, MGD
Total actual and obli ted flows to the facility,
Percent of permitted flow used
0
24.000
14.860 (62% of permit)
0.000
16.811
70%
Section IL Purnp stations along the route from the Jur isdiction'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:
Lower Rocky River TPS
Approx. Capacity, MGD
(F irm/Design)
37 ON
Appmx. Current Avg„
Daily Flow, MGD
6 050
Section 111.. WSACC Certification S e
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 from 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 treatrnent 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 1 and Section H for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity Signature of this form indicates acceptance of this
wartwater flow.
Ikeim a.
WSACC's Signing ofjkialSignature Date

WO
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Central Files: AP S SWP
Permit Number LNQ0032838 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee. browder
Permitted Flow
0
�rerty
Facility Name
Cox Mill Road High School
Location Address
Owner
Owner Name
Cabarrus County
slEvents
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region.
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Henry Waldrop
PC Box 707
Concord
©4/©4f08
NC 28025
Orly Issue App Received Draft tniti
04/07/08 03/12/08
Scheduled
d Issuance
Public Notice Issue
Retulated Activities Re
School
Waslewvater c UeCt'a
Outfali NUL
Effective
04/07/08 04/07/08
Additional information requested
Additional information received
Expiration
Waterbody Name
Stream Index Number Current Class Subbasin

SITE SOLUTIONS, INC.
2320 W, MOREHEAD ST.
CHARLOTTE, NC 28208
PH. [phone]
Exactly Four hundred eighty and no / 100 Dollars
PAY
TO THE
ORDER OF NC Dept. Of Env on m and Nat. Resource°
NC
I0000 1,9 36 2'I' 1:0 5 3 1,00
01:000 13
FIRST CITIZENS BANK 013
& TRUST COMPANY
CHARLOTTE, NC 28202
66-30 531
962
19362
DATE AMOUNT
2/25/2008 $480-00

TO
NCDENR
SURFACE WATER PROTECTION
610 E CENTER AVE., SUITE 301
MOORESVILLE, NC 28115
GATE
ATTENTION
RE:
8I17/09
DEE BROWDER
COX MILL HIGH SCHOOL
PERMIT #WQ0032838
SANITARY SEWER CERTIFICATION
WE ARE SENDING YOU
❑' Shop drawings
❑ Copy of letter
06 Nfl
Attached
❑ Prints
❑ Change order
9
AUG1
❑ Under separate cover via
Pions
❑ Samples
FEDEX
S 1 TEa •
SOLUTIONS
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
ctscape Architecture
Planning
Civil Engineering
www.sites0lutionspa.corn
P 704.521.9880 F 7104.521,8955
www.sitesotutionspa.com
the following items.
❑ Specifications
COPIES
1 EA
DATE
8/17/09
N
DESCRIPTION
FAST TRACK ENGINEERING CERTIFICATION
'AS -BUILT SEWER DRAWINGS (,Srf 7
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit
❑ For your use
❑ As requested
❑ Approved as noted
❑ Submit
Returned for corrections ❑ Return
El For review and comment ❑
REMARKS ATTACHED ARE THE CLOSE-OUT DOCUMENTS REQUIRED FOR Ti
CONSTRUCTION.
PLEASE LET ME KNO
COPY TO
FILE
HAVE ANY QUESTIONS OR NEED ANY ADDITIONA
SIGNED:
copses for approval
copies for distribution
corrected prints,
WESLEY E. SHERRI'LL, PE

Fast Track Engineering Certification
Permit No WQ0032838
April 10, 2008
Owner/WQCS PE WWTP/VVQCS WWCS
Samuel Masters, Jr, Dr Of Const Wesley Sherrill Thomas Bach, UtilSys. Eng. Mark Fowler, Dr. R
Cabarrus County Site Solutions WSACC City of Concord
4401 Old Airport Road 2320 W. Morehead St, PO Box 428 PO Box 308
Concord, NC 28081 Charlotte, NC 28208 Concord, NC 28026 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 collechon
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 re uired for an ha s resultin non-com liance with this er e ulations 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
E Partial Linal
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe('periodically, r] weekly, full time) the construction of Cox Mill High School, 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 21-; 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.