WQ0024108_Regional Office Historical File Pre 2018

A Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E., Director
Division of Water Quality
Coleen H, Sullins, Deputy Director
Division of Water Quality
July 8, 2004
Mr. Will Crabtree, Construction Manager
Kannapolis City Schools
101 Denver Street
Kannapolis, North Carolina 28083
Subject: Permit No. WQ0024108
Kannapolis City Schools
Shady Brook Elementary School Addition
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Crabtree:
In accordance with your application received on July 2, 2004, we are forwarding herewith Permit
No. WQ0024108, dated July 8, 2004, to Kannapolis City Schools 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 property operated and maintained in accordance with 15A NCAC 2H .0227 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 2H .0200; 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 Office
919 N. Main Street, Mooresvtlie, NC 28115
Internet http://h2oenr.state.no,usi
Telephone (704) 663-'1699 Fax [phone]
ATA
FICDENR
DENR Customer Service Center
Telephone [phone]

Mr, Will Crabtree
Page 2
July 8, 2004
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 Kannapolis City Schools for the construction and operation of approximately 301 linear feet
of 8-inch gravity sewer to serve 200 students as part of the Shady Brook Elementary School Addition
project, and the discharge of 3,000 gallons per day of collected domestic wastewater into the City of
Kannapolis's existing sewerage system, pursuant to the application received July 2, 2004, and in
conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Perrnitting
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 Water & Sewer
Authority of Cabarrus County's (WSACC) Rocky River WWTP (NPDES No. NC0036269) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between Kannapolis City Schools, the
City of Kannapolis and WSACC for collection and final treatment of wastewater is in full force and
effect,
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 Sonja Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0036269)
Jill Brim, Concord Engineering & Surveying, Inc.
Water Quality Central Files
NDPU Files

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 ssuance 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented,
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week,
e. High -priority sewer lines shall be inspected at least once per every six-month period of time,
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there 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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials* if this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to NCDENR, Water Quality, 919
North Main Street, Mooresville, N.C. 28115,
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 2H .0200; 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.
2

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 (919) 733-
3300. 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 8th day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. KlimelP.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024108

Fast Track Enqineerin,q Certification
Permit No, WQ0024108
July 8.2OD4
Complete and submit this form tnthe permit issuing regional office with the following:
* One copy 8[the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumpa, system ourva, operating point, available storage if portable
Qenenator(a)orstorage greater than longest past three year outage reliability option selected) for any pump
stations permitted aspart ofthis project
~ Changes tothe project ohou|dbeo|ear|yident|5edon(hereoorddravvingso,invvri#enounmrno form. Permit
modifications are required for anv chanqts resulting in non-compliance with this permit, requlations or
minimum de$iqn chter)p.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received bythe Division. Therefore, itimhighly recommended
that this certification bmsent in a manner that provides proof ofreceipt bythe Division,
i
ENGINEER'S CERTIFICATION
7 Partial Fl Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized toobserve (Fl periodically,F� weekly, F-1full time) the construction ofthe Shady Brook
Elementary School Addition, C8banusCounty projectfor the Pennitteehereby state that, 10the best ofnly
abilities, due care and diligence vvasusedinthoobsen/ahomoYtheoqnstruc±ionsuchthsttheoonstructionwam
observed to be built within substantial compliance of this permit; 15A NCAC 2H ,0200; the Division of Water
Quality's (Diviaiun)Gravity Sewer Minimum Design Criteria adopted February 12. 1996anapplicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1.2000as app|ioab|e�and other supporting materials.
North Carolina Professional Engineer's
sea[, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS, TC}THE FOLLOWING ADDRESS
KNOORESVILLEREGIONAL OFFICE
$19N-MAIN STREET
KHOORESVNLLENC 38115
The Permittaeisresponsible for tracking all partial certifications upuntil afinal certification isreceived. 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.
',�

ACID APPLICATION for GRAM' SEWERS, PIII"b'IP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD?
Owner:
Kannapolis City Schools
Application Number:
(to be completed by DWQ) WOO
Full Legal Name (company, municipality, HOA, utility, etc.)
Will Crabtree, Construction Manm er, Kannapolis City Schools _
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) forauthorized signing officialsS)
The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
101 Denver Street 1 e. Kannapolis
Street Address City
NC
State
1 g. 28083
h. 704-938-1131 704-938-1137
Telephone Facsimile
Project (Facility) Information
Shady Brook Elementary School Addition
Brief Project Name (permit will refer to this name)
Contact PersOrr:�._.. -_.
Jill M. Brim, P.E., Project Engine
Zip Code
E-mail
2b. Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. 704-786-5404
Phone Number
Project is New L.4t Modification (of an existing permit)
[e-mail]
concordengiineerinq.com
E-mail
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. 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 ❑ Public (skip to Item B(3)) Z Private (go to item 2(a))
a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
® Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction ill)
❑ Leasing units (lots, townhomes, etc, - skip to tterrr 8(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
er Authority of Cabarrus County (WSACC)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, Rocky River Wastewater Treatment Plant 4b. NC003629 3 i6 .6
Name of WWTF WWTF Permit No,
City of Kannapolis 5b. 8
Owner of Downstream Sewer I Receiving Sewer Size
The origin of this wastewater is (check .all that apply):
❑ Residential Subdivision
Apartments/Condominiums
❑ Mobile Horne Park
Z School
0 Restaurant.
❑ Office
5c. Not Known
Permit Number of Downstream Sewer (it known
❑ Car Wash
• Institution
❑ Hospital
0 Church
❑ Nursing Home
0 Other (specify):
Volume of wastewater to be permitted in this project: 3,000 gallons per day
100 % Domestic)'Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
❑ interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
F TA, 02103 - Rev. 2 04/04

ACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item 8(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 approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
School with cafeteria only — 15 gallons per student. 200 new students.15 gallons = 3,000 g,p,d.
0. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Gravity
Size (inches) Length (feet) or Force Main
(use the pull down menu
8" 301 Gravity
11, Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
ENTER TOTAL LINE LENGTH IN MILES:. 0,057
Location ID
Power Reliability Option
self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
lans for cross-reference) (MGD) GPM ,e TDH portable generator w/telemetry; 4-wet well storage)
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 2H .0200 as applicable?
El Yes 0 No It no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested;
UBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings General Permit or 401 Certification? 0 Yes 0 No l N/A
Sedimentation and Erosion Control Plan? Yes 0 No EJ N/A
Stormwater? Yes El No 0 N/A
FTA 02103 - Rev. 2 04/04

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Use the Division's guidance document 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 available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
A Stream Classification is not needed 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
selt chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
—r-
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Will Crabtree, attest that this application for Shady Brook Elementary School Addition 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 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 fine not to exceed $10,000
as well as civil peqIties up to $25,000 per violation.
Signing Official Signature
Professional Engineer's Certification:
0 Ll
Date
I attest that this application for Shady Brook Elementary School Addition has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation,
to the best of my knowledge, 1 further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June ,
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, 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,1
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,
Nitivitlii 1 11
:2a. Jill M. Brim
Professional Engineer Name
b. Concord Engineering & Surveying, Inc,
Engineering Firrn
2c, PO Box 268
Address
2c1. Concord .2e NC 2f, 28026-0268
°
City i State Zip
g. 704-786-5404 12h, 704-786-7454 2i. [e-mail]
,
Telephon_ e i Facsimile E-mail
Seat, Signature & Date
FTA 02/03 - Rev. 2 04/04

07108/ 4
Perrriit Ntirnbeir VVQ0024108
Fragrant Category
Non -discharge
Permit Tracking Slip
Status Project Type
In review New Project
t sot tilo itt
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonjawUhams
Permitted Flow
3000
Facility
Facility Name
Shady Brook Elementary School Addition
Location Address
Owner
Owner Name
Kannapolis City Schools
Dates Events
Major/.Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Government County
Owner Affiliation
Will Crabtree, Construction Manager
101 Denver St
Kannadalis
NC 28083
Scheduled
Or issue App Received Draft initiated issuance Public Notice Issue Effectivpiration
07/02/04 VG /04
Rootslatest Activities
School
Wesletvalei nutlet:nen
Outfail NULL
Waterbody Name
Stream index Number
RequastedtReceived Events
Additiornat information requested
Additicutat traoratation received
Current Class
Subbasin

;PAY
T©THE
iROER
CONCORD ENGINEERING AND 08-78
PHSURVEYING, & 54INC.34
P 0 BOX 268
CONCORD, NC 28026
©07371: Q
56- 71, 5J 1
P_FANCH �7

45 Spring Street SW
P.O. Box 268
Concord, NC 28026
Phone: [phone]
Fax: [phone]
Attention: Sonja Williams
Compan
Address:
Concord Engineering
Surveying, , Inc.
,f Ll . 2004
From: M(chael Gee
NCDENR
919NMain St
Mooresville, NC 28115
Phone #: [phone]
Date:
Job #:
CC:
July 2004
©2©218.©83
Re:
Shady Brook Elementary
0 As Requested X For Approval 0 Sign and Return 0 For Review and Comment
Copies
2
Date
Description
I1"A 02/03- REVISED
Check No. 2_34S'2 in the amohundred)
Flow Acceptance Letter
USGS Topographic Map

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
October 31, 2003
Mr, JeffMoody, P.E.
Kannapolis City Engineer
clo Alley, Williams, Carmen & King
P.O. Box 1248
Kannapolis, NC 28082
Subject: Flow Acceptance
Shady Brook School Expansion
ffe 232 Davidson Hwy.
„oncor-d„ NC 28027
Mail to: P.O. Box: 428
CancCid,. NC 28026-0426
Phone: 704,786:1783
Farc 704.795.1564
Dear Mr, Moody:
This is in response to the City's request for flow acceptance received 10/23/03. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from an expansion of the Shady Brook
School. WSACC agrees to accept wastewater from the Shady Brook School expansion based on the
information provided by Concord Engineering & Surveying, inc. (Engineer for the Project) using
North Carolina Department of Environment and Natural Resources (NCDENR) wastewater flow
guidelines. The projected flow is 3,000 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 2,400 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis acknowledges that WSACC may
need to upgrade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual flows dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 3,000 gpd and cost of $8.126tgpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $24,378.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,918,458 gallons of flow acceptance for the City ofKannapolis from 1992 to present and
67,625 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $15,589,389 for the City of
Kannapolis since 1992 including $549,520 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current Capital
Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject to
approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
• Rocky River Wastewater Treatment Plant Phase II upgrade. Scheduled completion date: 2004.

City of Kannapoli
Shady Brook School
October 31, 2003
Page 2 of
Please note that ifconstruction of this project is not started within one year of the date of this
approval, the approval is rescinded and a second request and approval will be required. Please
noti.fy WSACC writing when construction of this project is initiated,
ou have any questions, pie ca
at 704-786-1783,
John C. Murdock, III
Executive Director
cc:. W ACC EngEngineeringStaff
Michael Mahoney, PE/City ager
Wilmer MeltoniKannapolis
Till Brim,PE1 CESI

TopoZone -The Web's Topographic Map
Page |o[i
V
0.3
«'6
0.9
%.2
1.5 km
0
0.2 0.4 0.6
0.8
1 wi
Map center is UTM 17 532585E 3925699N (VVGS84/NAD83)
KannapoUisquadrang|e - Topo�ooe Pro elevation display
Projection is UTM Zone 17 NAD83 Datum
Mz:-7,23
G--0.208
http://vvvvn/.topoz0oc.onnn/nroLosp?z=|7&n�-3925h99.0000P30&c=5325@56is~50&cyizo... 12/17/2003

Michael F Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 16, 2004
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr, Joe Sides, New Construction Manager
Cabarrus County Schools
660 Concord Parkway North
Concord, North Carolina 28026
Subject:
Dear Mr. Sides:
Return of Permit Application Package
Shady Brook Elementary School project
Wastewater Collection System Extension
Cabarrus County, North Carolina
The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application
package (including fee) for review for the following reasons:
• Item B (1), Permit Modification Number, has not been completed as is required by Section I. of the
application instructions.
• Item B (5a), Owner of downstream sewer, has not been completed as is required by Section I. of
the application instructions.
✓ Item B (4b), WVVTF Permit Number, is incorrect as listed in the application.
• Item B (7), Volume of wastewater to be permitted, is not consistent with the flow acceptance letter.
Please note the Division shall only permit up to what is allocated by the Owner of the \WITT.
Items D (la), Applicant's signature, is not consistent with the Signing Official's Name as listed in
Item A (lb) of the application.
•7 A copy of the application was not submitted as is required by Section I. of the application
instructions.
Please note that the items listed above must be included and/or completed prior to resubmitting the
permit application package (with fee) for approval. Your application is being returned as incomplete in
accordance with 15A NCAC 2H .0208, The success of the fast -track approval process depends upon
Mooresville Regional Office
919. N. Main Street, Mooresville, NC 28115
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http://h2o.enr,state,nc,us/
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

fir, Joe Sides
Page
June 16, 20
the receipt of complete and accurate applications. Please make the appropriate corrections and
resubmit the application. The review process will then begin upon receipt of the completed and
corrected application.
Please be advised that construction andor operation of wastewater collection system extension
without a valid permit is a violation of North Carolina General Statute 143-216.1 and may subject the
violator to appropriate enforcement actions in accordance with North Carolina General Statute 143-
215.6 . Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143- 15.1.
If you should have any questions regarding the acceptance of your applicatiori, please do not
hesitate to contact me at (704) 6 3-1 99. Thank you for your cooperation.
Sincerely,
Sonja Williams
Consultant
Enclosures (application + check no. 23482)
cc: Jill Brim, Concord Engineering & surveying, Inc. jno enclosures)
FT Application return file