WQ0030402_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William Cr_ Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 15, 2006
Mr. Samuel Masters, Dir, Of New Construction
Cabarrus County Schools
4401 Old Airport Road
Concord, NC 28025
Subject: Permit No. WQ0030402
Boger Elementary School
Cabarrus County Schools
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Masters:
in accordance with your application received on May 23, 2006, we are forwarding herewith
Permit No. WQ0030402, dated June 15, 2006, to the Cabarrus County 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 properly 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 61.0 East Center Ave • Suite 301 Mooresville, NC 28115
Internet: wwwncwaterq.uality,org Customer Service: 1-877.-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Phone [phone] Fax, [phone]
One
No[thCarotina
Naturally

Mr. Masters
Page 2
June 15, 2'006
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 Schools for the construction and operation of approximately 387 linear
feet of 8-inch gravity sewer as part of the Boger Elementary School project, and the discharge of
12,000 gallons per day of collected domestic wastewater into the Water and Sewer Authority of
Cabarrus County existing sewerage system, pursuant to the application received May 23, 2006, 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 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 Water and Sewer
Authority of Cabarrus County WVVTP (Rocky River Regional NPDES No. NCO036269) 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
Sinc:erely,
forAlanW. Klimek, P.E.
cc* Mooresville Regional Office, Surface Water Protection (VVVVTP Permit No, NC0036269)
Dempsey Miller, Chas H. Sells, Inc.
Surface Water Protection Central Files
Marie Doklovic, 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 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 (Le.
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.
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 2H .0220, 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 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.
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 mall 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 1 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 15th day of June, 2006,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/VP
fi) r Alan W. Klim P,E,, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number M10030402

Fast Track Engineering Certification
Permit No, WQ0030402
June 15, 2006
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 farm Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum desiqn criteria,
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (L1 periodically, Ell weekly, El full time) the construction of the Boger Elementary
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 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.
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 -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ
/, Owner:
la, Cabarrus CountySchools
Full Legal Name (company, municleolity, HOA, utility, etc.)
O 1 b. Sam Masters jo
Signing Officihl Name atj1 Title (Please review 15A NCAC 2I-I .020(5(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
ri Individual 0 Federal 0 Municipality 0 State/County
O 1d, 4401 Old Airport Road 1 e, Concord
Mailing Address. City
if North Carolina 1 g. 28025
State Zip Code
.• 1h. 704-267-6219 1L 704-786-61 1j. smastergcabarrus.k12.nc,us
Telephone Facsimile
() 2. Project (Facility) Information:
—I 2a. Boger Elementary School
CL Brief Project Name (permit will refer to this name
< • a Contact Person.
2b. Cabarrus
County Where Project is Located
3a. Dempsey Miller
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 803-802-1090 3c. dpmiller©chashsells,com
Phone Number
E-mail
1 Project is El New 0 Modification (of an existing permit) 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 13(3)) Private (go to Item 2(a))
2a, If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
Retaining Ownership (Le. store, church, single office,
Z 0 Leasing units (lots, townhomes, etc, - skip to Item B(3)
O El Selling units (lots, townhomes, etc. - go to Item B(2b))
3. WASACC
Private Partnership 0 Corporation 0 Other (specify):
0 Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b. MC0036269
O Name of WVVTF VVWTF Permit No.
LL 5a. Kannapolis 5b. Gravity i5c.
Z Owner of Downstream Sewer Receiving Sewer Size 1=1 Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
O 4a. Rocky River Regional Treatment
O Residential Subdivision 0 Car Wash
0 Apartments/Condominiums 0 Institution
El Mobile Home Park 0 Hospital
School 0 Church
El Restaurant 0 Nursing Home
0 Office Other (specify):
7. Volume of wastewater to be allocated for this particular project: 12000 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
O Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
% Domestic/Commercial
% Industrial
% Other (specify):
tit
VI A 02/03 - Rev, 3 04/0.5

FAST -TRACK APPLICATION for GRAVIT " SEWERS, PUMP STATIONS, AND FORCE IAINS PAGE 4
z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219() 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),
15gal/student * 800 students = 12900 gals
10. Summery of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 387
ENTER TOTAL LINE LENGTH IN MILES ,97
. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
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 t TDH portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and For
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
El Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
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
Storrnwater? ® Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: El
These lines will be considered high 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 1O% flatter than the minimum sla
corrected prior to submitting the final engineering certification..
Lines Installed outside this tolerance should be
FTA 02/03 - Rev. 3 04/05

PPR-12-2006 11:22 Cabarrus Schools ADMIN
704 796 6141 P.06/06
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. 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 evadable from our web site or by contacting the appropriate Division of Water Quality
regional office (see irr4tructions for addresses) OR indicate the following:
El A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody: AND,
O 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 waterbociy„
Location ID on Map
(serf chosen . as shown on Name of Waterbody Stream Waterbody
map for cross•reference) Waterbody County River Basin Index Classification
A Irish Buffalo Creek Cabarrus Yadkin 13-17-9-(2} C
Submit the ELS" x 11" COLOR topographic map as required In instruction VI
regardless of whether a classification is provided!
I 1, Applicants Certification:
,
1, Sam Masters, attest that this appkca' lion for Boger Elementary School has been reviewed by me and is accurate and
complete to the best of my knowledge, 1 understand that if all required parts of this application are not completed and
that if aril required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215,6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25.000 per
at 8griature
Enoneers Certificabort
01 attest that this application for Dempsey P. Miller has been reviewed by me and is accurate, complete and consistent with
the infomiation in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge.
I further attest that to the best of my knowledge the proposed design has been prepared in eccordance 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
develcoped 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
LLJ 143-215.6A and 143-216.68, any person who knowingly makes any false statement, representation, or certification in any
tj 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 vkilation.
2a. Dem_p6 P Milier
Professional En9neer Name
2b. Chas. H. Sells, Inc
Engineering Firm
2c, 19740 Carolina Place Dr,
Mailing Address
2d. Fort Mill 2e, SC 2f, 29708
City State Zip
2g, 803-802- 2h, 803-802-1091 2i. dpmiRei shsells.com
Telephone Facsimile
E-mail
CA
Sipa P.
441.114e
Semi, Siva4ure & Date
T0Tt P.06

© 2003 DeLorme, XMa
www desorme.cam
TN
XMa 4.0
Data Zoom 13-0

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
May 24, 2006
Mr. Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance
Boger Elementary School Sewer Extension
Office: .232 Davidson Hwy,
Concord, NC 2.80.27
Mallo RO. Box 423
Cffnnoffi, NC 28026434.28
Phone: 704.786:1-783
Faxi 704,795.1564
Dear Mr, Legg:
This is in response to the City's request for flow acceptance received 5/1,6106. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the wastewater from the proposed project. WSACC agrees to
accept wastewater from the proposed Boger Elementary School, which will consist of 800 students,
This is based on the information provided by Chas. II, Sells, Inc. (Engineer for the Project) Using
North Carolina Department of Environment and Natural Resources (NCDENR) wastewater flow
guidelines, The projected flow is 12,000 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 9,600 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 12,000 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of S97,51.2.
For your infomiation and based upon NCDENR, wastewater flow guidelines, WSACC has
approved 2,708,324 gallons of flow acceptance for the City of Kannapolis from 1992.to present and.
284,854 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of 522,007,840 for the City of
Kannapolis since 1992 including $2,314,723 for this calendar year.
Projects on the OP are subject to approval by WS,ACC's Board of Directors, support from
local governing bodies, regulatory approval, and funding availability. At this time there are no
scheduled upgrades to WSACC facilities in the current six year Capital Improvement Program
(CV) that are located downstream of this proposed project. It should be noted that the list and
schedule of CIP projects are tentative and are revised periodically to reflect changing conditions
and needs.

City of Kamiapolis
Boger Elenientary School Sewer Extension
May 24, 2006
Page 2 of 2
Please note that if construction of this project is not started within two (2) years of the date
of this approval, the approval is rescinded and a second request and approval will be required.
Please notify WSACC, in grafting, ghen construction of this project is initiated,
lf you have any questions, please call me at 704-786-1783.
Sincerely,
bander H. Rowell, Kit,
Engineering Director
WSACC Engineering Staff
Mr, Jeff Moody, PE. Kannapolis City Engineer
Wilmer Melto annapolis
Igempsey Miller, P,EIChas, H. Sells, Inc,

Perrrttt Nu ber W00030402
Program Category
Non -discharge
Central Files. APS SWP
06114106
Permit Tracking Slip
Status Project Type
In review New Project
Permit Type Version Permit Clas,sifi'cation
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A individual
Extensions
Primary Reviewer
dee,browder
Permitted Flow
12000
Facility
Facility Name
Boger Elementar School
Location Address
Owner
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name Owner Type
Cabarrus County Schools Government - County
Dates Events
brig issue
App Received
05/23/06
Regulated Activities
School
Wastewater collection
0utfall NULL
Draft initiated
Scheduled
issuance
Owner Affiliation
Joe
PO Box 388
Concord
Public Notice issue
Sides
NC 280260388
Effective Expiration
Bcgu ted/ eceived Events
Additional information requested
Additional information received
Waterbody Name
Stream index Number
Subbasin

PAY
TO
THE
ORDER
OF
IS DOCUMENT HAS A COLOCOLORED ACKGROUND, WC/ID-PRINTING, PRINTING, AND A VON) PANTOGRAPH..
TER. NATIONAL BANK
Cabam s
unfy Schools
STATE OF NORTH CAROLJNA
tB&RRUS COUNTY _kD IdNISTR TI%E UNIT
CAPE FAL OUTLAY FUND' GENERAL EXPENSE VOUCHER
THIS DISBURSEMENT HAS BUN A?PKOVED AS P, EQULRED
EV IHE SCHCMYI., 'fiUDCE-I AND FISCAL CONTROL ACT
EXACTLY ******400 DOLLARS NO CENTS
NCDENR
610 E. CENTER AVENUE
SUITE 301
MOORESVILLE, NC 28115
R19OO?? u' I.o53L0o73?: oLao2osso1I'
900771
Date 04/18/06
Olin AFTER ONE YEAR'"
if l0. XCN

WATER & SEWER AUTHORM(
OF CABARRUS COUNTY
May ,_4„ 2006
Mr, Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance
Boger Elementary School Sewer Extension
Odicei .232 Davidson Hwy.
Concord, NC 28027
I 'dad 80 c0 'N,-8 473
Condord„ NC 28026-0428
Phonei 704.786. T 783
Faxi 704,79.3.1364
Dear Mr, Legg:
This is in response to the City's request for flow acceptance received .5/16/06. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the wastewater from the proposed, project. WSACC agrees to
accept wastewater from the proposed Boger Elementary School, which will consist of 800 students.
This is based on the information provided by Chas. H. Sells, Inc. (Engineer for the Project) using
North Carolina Department of Environment and Natural Resources (NCDENR) wastewater flow
guidelines. The projected flow is 12,000 gpd; however WSACC expects the actual wastewater flow.
to more closely approximate 9,600 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 12,000 gpd and cost of $8.126,1gpd, to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $97,512.
For your infonnation and based upon NCDENR wastewater 'flow guidelines, .WSACC has
approved 2,708,324 gallons of flow acceptance for the City ofKannapolis from 1992 to present and
2,84,854 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances. WSACC has committed capacity valued in excess of $22,007,840 for the City of
Kannapolis since 1,992 including $2,314,723 for this calendar year.
Projects on the CIP are subject to approval by WSACC's Board of Directors, support 'from
local governing bodies, regulatory approval, and funding availability. At this time there are no
.scheduled upgrades to WSACC facilities in the current six year Capital Improvement Program
(CIP) that are locateddownstream of this proposed project. It should be noted that the .list and
schedule of CIF projects are tentative and are revised periodically to reflect changing conditions
and needs.

City of Kannapolis
Bogor Elementary Schoo Sewct Ex tcnsio
May 24,2006
Page 2 of
Please mote ,that if cons on of this project is riot started within two ;w
of this approval, the approval is rescinded and a second request and approval
Please notify. WSACC, in v ritin , when constructs n of this project is initiated,
f you ha e ci + uestions, please c ll me t 704-786-1783.
Sincerely,
EW 'der H. Rowell, P.E.
z� ne ing Director
c a W A C Engineering Staff
Mr, Jeff Moodyr, P.E./Kannapolis City Enginer
i1mar Mclton/Kannapolis
I)empseyr Miller, P.E.lehas. H. Sells,
of the date
be required,

Corlstilti'itg Engineers, Surveyors & Photo 0 rammetri'sts
1974 Carolina Place Blvd, St iit. 140, Fort Mill, SC 29708
Phone:[phone]
Fax: [phone]
To Dee Browder
Date
May 26, 2006
Company NCDENR
A
Charles E. Boger Elementary School
Address 610 E. Center Avenue, Suite 301 CHS#
056241
FOR YOUR;
Mooresville, NC 28115
Re,
0.AppeePti :11Pe: 0 0 ReviewSeCemeeept rj'Record Distribotibn
WE TRANSMIT THE FOLLOWING
COPIES DATE
REMARKS:
DESCRIPTION
NCDENR Fast Track Application for Gravity Sewer
Dempsey Miller
- imp , ENNARC
S ATURALIMIOLIRCES
ISCS,,,S1EWILLE R:931,00.141 cc:plc*,

rtmE
© 2003 DeLorme. XMap®,.
uwvw,cielorme,cam
7 tt _ . Data Zoom 13-0

Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Coleen S.ullins, Director
Division of Water Quality
April 28, 2009
Cabarrus County Schools
P.Q. Box 388
Concord, North Carolina 28026
Attn: Joe Sides
SUBJECT: Boger Elementary School
Permit No. WQ0030402
Wastewater Collection System Extension
Final Engineering Certification
Dear Per ittee:
The Division received a final engineering certification for the subject project on Apr l 16, 2009. A full
review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o,ennstate.nc.us/ndpu/ndpuapps.html4ISev,ier.
If you have any questions concerning this document or the completion of Form PNQCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
dee,[e-mail],
ereiy,
obert Krebs
urface Water Protection Regional Supervisor
Enclosure
Cc: Surface Water Protection Section Central Files1certification page only)
Dan Brewer, \A/SP Sells
One
NorthCarolina,
,Vaturally
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr nc.state,usindpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

eAy
( 6A-C_ -
Complete and submit this form to the permit issuing regional with ooFring: ,
• One copy of the project record drawings (plan & profile views of se of the wastewater collection
system extension
• Supporting design calculations (selected purnps, 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 char q 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
fl Partial [gl Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically, Dweekly, El full tirne) the construction of the Boger Elementary
e't
Fast Track Engineering Certification
Permit No. WQ0030402
June 15, 2006
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 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
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 Perm ttee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

TO:
128 Overhill Drive, Suite 105
Mooresville, NC 28117
T: 704,662, 0100
F: 704.662,0101
' 1§1:0s.corr,
Mooresville Regional Office
Surface Water Protection
610 East Center Street, Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU } Attached
Shop Drawings
Copy of Letter
Photographs
Diapositives
LETTER OF TRANSMITTAL
DATE 16
Apr%I20Q9 _�.�..__.�.._.
JOB NO. 056241
RE;
Dee Browder
PROPOSAL NO,
Fast Track Engineering Certification for
Charles E. Boger Elementary School
FedEx following items_
Via the
Via Mail
Prints [J Plans
Change Order
Control Photographs 11 Contact Prints
See Below
samples
Manuscripts
—1 Specifications
Diskettes
COPIES DATE
4/15/09
1 4/15/09
No.
DESCRIPTION
As -Built Utility Plan for Charles E. Boger Elementary School
Sealed Fast Track Engineering Certification
THESE ARE TRANSMITTED as checked below:
For approval
For your use
As requested
For review and comment
Control survey required
See below remarks
U FOR BIDS DUE
REMARKS
Approved as submitted
Approved as noted
Return for corrections
For your records
Analytical aerial triangulation required
For review and comment
Resubmit
Submit
Return
copies for approval
copies for distribution
corrected prints
20 P I PRINTS RETURNED AFTER LOAN TO US