WQ0031103_Regional Office Historical File Pre 2018

G. Ross Jr., Secretarlr
and Natural Resources
W. Klimek, P.E. Director
Division of Water Quality
December 15, 2006
Mr. John Day, County Manager
Cabarrus County
65 Church Street, SE
Concord, NC 28025
Subject: Permit No. WQ0031103
Cabarrus County Jail Annex
Cabarrus County
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Day,
In accordance with your application received on December 14, 2006, we are forwarding
herewith Permit No. WQ0031103, dated December 15, 2006, to the 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 Office 610 East Center Ave., Suite 301
Internet www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Altlrmative Action Employer - 50% Recycled/10% Post
umer Pa
NC 28115 Phone: [phone] Fax: [phone]
l ¢l'tCarona
Natiirebe

n 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 1,064 linear feet of
8-inch gravity sewer and the discharge of 50,675 gallons per day of collected domestic wastewater into
the City of Concord existing sewerage system, pursuant to the application received December 14,
2006, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Water and Sewer
Authority of Cabarrus County WVVTP (Rocky River NPDES No. NC0036269) 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 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WUVfP Permit No. NC0036269)
Dudley Stone, ColeJenest & Stone
Surface Water Protection Central Files
Tom Asenzo, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1, This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect o the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a.
b.
c.
d.
e.
g.
h.
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.
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 .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 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.

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.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Per t issued this the 15th day of December, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Aran W. Klimek,'., io
Division of Water Quality
By Authority of the Environmental Management. Commission
Permit Number WQ0031.1.03

Fast Track Engineerinal rtt canon
Permit No. WQ0031103
December 15, 2006
John Day, County Manager
65 Church Street, SE
Concord, NC 28025
Complete and submit this
m to the rermit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collec
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 aired for an chars es resultin in non mom fiance with this ermit 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 CERTIR�ICATION
El Partial El Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, D weekly, El full time) the construction of Cabarrus County Jail. Annex, 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 NCAG 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
ion
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,

Permit Numb r i ©Q C Permit Tracking Slip
Program Cate g r � Status Project Type
us,:
Non -discharge, to review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Etension, Prnp Stations, Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Ablation
dee.browder
Permitted Flow
50675
Facility
Facility Name
Cabarrus County Jail Annex
Location Address
Qwne
Owner Name
MajorlMinor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Cabarrus County Government - County
Owner Affiliation
Henry
PO Box 707
Concord
Dates/Events
Waldrop
NC 28025
Orig Issue Apt) Received Draft Initiated
12/15/06 12/14/06
Regulated Activities
Institution, other
Wastewater collection
Outfatl NULL
Scheduled
Issuance
Public Notice Issue Effective
12/15/06 12/15/06
RgetueS ed/Recsivtd Events.
Additional information requested
Additional information received
Expiration
Waterbody Name
Stream Index Number Current Class

FACE,T CO T I A`VOID PANTO APH,,ARTIFICIAL. ATEMARK, Ar D. !CHOPP,
Cabarrus County
rarrccar , NO 8026 0707
(704) 920-21 4
FOUR HUNDRED NO
oy Ta the ; R DENR
Order; 0i DIV O NNATER QUALITY -SURFACE
610 EAST CENTER AVE, sutTE 301
ORESVILL , NC 28115-0000
diriu€se¢r�t has !a¢rxri apprupr�ed a3 rum
cal Catavernraient Fiudpel and ;Ktscal Crontr©I A
n■20B 1?9 l:o53 LOO73?s:LDD 00050
Check 206179
Number
1011112006 $400M0
MP
GNATURE
AUTHOOIZE'I? IGtdATURE

est
TRANSMITTAL
Date:
Reference: 2905 — Cabarrus County Justice Center
November 6, 2006
Attention: Mooresville Regional Office
Company: State of North Carolina Department of Tel; [phone]
Environment and Natural Resources Division
of Water Quality
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
We Are
Transmitting:
Transmitted
Via:
Copies
Dated
Herewith
Description
Under Separate Cover
LJ Mall
09/29/06
10/11/06
Revised Sanitary Sewer Application
Review Fee (Check # 206179)
Overnight
0 Courier
For Approval II For Your Use
Ell Hand Delivery El Pick -Up
LI As Requested 0 For Review
Remarks: Kindly find the attached revised application for your approval,
Please let us know if you need any additional information an this matter.
BY: s
CC:
Mark S. Van Sickle, RLA
Project Manager
spc
Ms. Kelly Sifford — Cabarrus County
Mr. William E. Boston — CJS

T-TRACK APPi I :ATION for GRAVITY SEWERS, PUN
STATIONS, AND FORCE MAINS
PAGE ;3
USE THE TAB KEY TO MOVE FIFO
1. Owner
la. Cabarrus County
Application Number:
(to be completed by DWQ)
Full Legal Name (company, nun
in • 1b
- Signing Official Name and Title (Please revie
p
ity, ROA, utility
• lc. The legal entity who will o,vin this system is:
Individual [j Federal gni Municipality LJ State/Cou
Q 1d 65 Church Street, SE
Mailing Address
O ate
Qa
c
authorized signing c
ty [ Private Partnership J J
le. Concord
(704) 9?p-?100 1i. _.704) i20-2820
Telephone Facsimile
2. Project (Facility) Information:
2a. Cabarrus County Jail Annex
z
0
0
u-
z
Brief Project Name (permit will refer to this name
Contact Person:
orpo
0
Q Other (specify).
City
"807�
Zip Code
Jad.y@cabarru coon`
E-mail
2b Cabarrus
.us
ounty Where 'Project is Located
P
Name and Atfiliation of Someone Who Can Answer Questions ,About this Application
vansickle@cote eneststone.com
e Number
Project is New [] Modifications (of an existing permit)
E-mail
If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification
phase, changing line size/length, etc.). Only include the modified information in this permit a
duplicate project information in B(7) and B(10-11) that has already been included in the origina
2. Owner is ll Public (skip to /tern 6(3)) © Private (go to Item 2(a))
2a !f private, applicant will be
Retaining Ownership (i.e, store, church, single office. etc) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
© Selling units (lots, townhomes, etc, - go to Item 8(2b))
adding another
leation - do not
2b If sold, facilities owned by a (must choose c
0, Public C3ttility (Instruction III)
Homeowner Assoc /Developer
Owner of Wastewater Treatment Facility (IWVTF) Treating Wastewater From This Project
4a. Pocky River Wastewater Treatment Plant 4b. NC0036269
ction IV)
Name of VVWTF VVWTF Permit No.
ty of Concord 5b. MI Gravity . Unknown
Owner of Downstream Sewer Receiving Sewer Size El Force Main Permit Number of Downstream Sewer (if known)
6 The origin of this wastewater is (check all that apply).
0 Residential Subdivision
© Apartments/Condominiums
© Mobile Horne Park
E3 School
Restaurant
Office
Car Wash
Institution
El Hospital
p Church
© Nursing Home
Q Other (specify):
Volume of wastewater io tie „allocated for this particular project;5Q,67
"Do not include previously permitted allocations
100 % DomesticiGommerciat
Industrial
% Other (specify).
allons per day
If the permitted flow is zero, indicate why'
© interceptor Line - Flow will be permitted in subsequent permits that canner
Flow has already been allocated in Permit No.
E Rehabilitation or replacement of existing sewer with no new flow expected
to this line
FTA q "ft3 - Rev, 3 04t05

:SST -TRACK. APPI.k1C, T ON for GRAY T " Ei °' R , PIMP T:ATI©NS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flaw in accordance with 15A, NCAC 2H
.0219() for item B(7) or the design flow for tline or pump station sizing if zero flow in the space below Values other than
that in 15A NCAC 2H 02190)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
Jail Annex Flow will tieed to be accounted in the City Wastewater Permit
Administration Building = 70,020 sf 150 sf/person = 467 occupants at 25gpd = 11,65
Housing Building = 650 occupants (including staff) 60gpd per person = 39,000 gpd
10 Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) 50,675 gpd
Gravity or Force Main
(use the pull down menu)
8 1,064± Gravity
Size (inches) Length (feet)
z
© ENTER TOTAL LINE LENGTH IN MILES .2015
C} 11 Summary of Pump Stations to be Permitted (attach additional sheets as necessary) N/A
0
2
0
Z
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 wltelermetry; 4-wet well storage)
g 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 2H .0200 as applicable?
w L Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
CL variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/
ns been submitted for approval?
Wetland/Stream Crossings - General Permit tar 401 Certification? ❑ Yes No Q N/A
lirj Yes D No O NIA
Yes ©No ON/A
Sedimentation and Erosion Control Plan?
Storrnwater?
14. Does this project involve aenal lines or siphons? Check if yes
Tht3K lines Anti O ineidered.hlcdh an_R.rnty and +nost,be,checked Once every srxwtnonth £ .. .._ ..
15 Does this project have gravity sewer lines designed at minimum slopes? IJ
Be aware that the Divdsion will not accept installed fines more than 10% flatter than the minimum slope, Lnes installed outside this tolerance should tie
corrected prior to submitting the final engmeenng certification,.
FTA 02 03 - Rev_ 3 04105

SST -TRACK APPLICA 0, " for GRAVITY" SEWERS, P1. VIP STATIC )^ S. #\ EORC'E 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 available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following
Q A Stream Classification is not needed because ali parts of the project are at least '100 feet away from any down slope
waterbody, AND,
V wN A Stream Classification is not needed because the design does not depend on wet well storage as a power rellabiiity
option for any pump station near a CIiass C down slope waterbody.
Location ID an Map
(self chosen , as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
F16NE4 Threemile Branch Cabarrus YAD 12
-17-9-4-5 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether
Iassifcation is provided!
Applicant ficafion:
John Day 7, attest Mat this application for ,Cabarrus County Law Enforcement Center
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 ail required supporting documentation and attachments are not
included, this application package is subje o being returned. as incomplete Note: In accordance with North Carolina
General Statutes 143- d 143--21 .6 „ any person who knowingly makes any false statement, representation, or
certification in any k, plication."�h be g Class 2 misdemeanor which may include a fine not to exceed $10"000
as well as civil pe <alties uprur t110 er olation.
Signing Official Signat `e
2. Professiana.i Engineer Cert�flcation:
aparrus County Law
z
0
Date
1 attest that this application for Enforcement Center 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. .Atthough certain portions of this submittal
package may have been developed by other professionals, 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 143-215.6A 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 penalties up to $25,000 per violation.
2a. Dudley D. Stone, PE
Professional Engineer Name
2b. ColeJenest & Stone, PA
Engineering' Firm
2c, 200 South Tryon Street, Suite 1400
Mailing Address
2d Charlotte
City State Zip
2g(704)376-1555 2h (704 )376-8106 2r [e-mail]
Telephone Facsimile
2e. NC 2f 28202
E-mad
ignature
FTA 0210'3 - Rev. 3 04F05

- Concord, USGS Comoro tiLNL-r
0.3
1.'2
©A 4.2 €0.3 4.4
UTM 17 538228E 3918229N (NAD27) le
Concord, USGS Concord (NC) Q
Projection is UTM Zone 17 NAD83 Datum
G=0.244
?lat=35.4O851&lon=-80.57898&s-48&u- 8clayer=©R.., 9/11/200
ht :i w.top0Zane.com/pnnt .as p

WSACC
Office 232 Davidson Hwy.
Concord, NC 28027
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
December 5, 2006
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Mail to; P.O. Box 428
Concord„ NC 28026-0428
Phone'. 704,786.17133
Fax: 704,795.1564
Subject: Flow Acceptance Request
Cabarrus County Law Enforcement Center, Phase 2
(Sheriff's Office & Jail Facility) Private Sanitary Sewer Extension
Dear Mr. Hiatt:
This is in response to the subject request for flow acceptance received 11/2 U06. 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 domestic wastewater from the proposed Cabarrus County Law
Enforcement Center (Phase 2) complex along Corban Avenue, serving 467 projected occupants in
the Sheriff's Office and 650 projected occupants in the jail facility. WSACC agrees to accept
wastewater from the proposed complex based on information provided by ColeJenest & Stone, PA.
(Civil Engineer for the project) using North Carolina Department of Environment and Natural
Resources (NCDENR) wastewater flow guidelines. The projected flow is 50,675 gpd; however
WSACC expects the actual wastewater flow to more closely approximate 40,540 gpd based upon
Master Plan engineering data.
By requesting flow acceptance, the City of Concord 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 50,675 gpd and cost of $8.126/gpd to provide treatment and transportation capacity,
this flow acceptance represents an estimated capital expenditure in excess of $411,785.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 13,791,426 gallons of flow acceptance for the City of Concord from 1992 to present and
592,268 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $112,069,128 for the City of
Concord since 1992 including $4,812,770 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current six year
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:
• Lower Cold Water Creek Parallel Interceptor. Scheduled completion date: 2011.

City of Concord
Cabarrus County Law Enfor
December 5, 2006
Page 2 r►f
yen
Center ll
if constinction of this project is not started ithin two years of the date of this approval;
the approval is rescinded a.nd a second request approval will be required. Please notify
WSACC, in writing, when construction of this project is'initiated.
If you have any questions, please call rue at 7- 7 - l 7 .
WSACC EngineeringStiff
Sherri Moore/Concord
Dudley Stone, P.E./Coldenest
Sincerely,
Utility y Systems Engineer
Stone, p

200 - 029
City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
M. Sue Hyde, P.E., Director of Engineering
November 16, 2006
Cabarrus County
Attu: Mr. John Day, County Manager
65 Church Street, SE
Concord, North Carolina 28025
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System
Project Title: Csibarras County Law Enforcement Center, Phase 2
(Sheriff's Office & Jail Facility) Private Sanitary Sewer Extension
City of Concord Project No. 2001-029 and 2006-027
Engineering Plan Seal / Revision Date: August 31, 2006
Receipt Date: September 29, 2006 Engineering Plans & NCDENR Per
Verification of System Capacity: Completed November 15, 2006
it Application.
Dear Mr. Day:
This letter is to confirm that on September 29, 2006, our office received the Cabarrus County
Law Enforcement Center, Phase 2 (Sheriff's Office & Jail Facility) Private Sanitary Sewer
Extension engineering plans and specifications, a digital copy of the engineering plans, and the private
wastewater collection system application with attachments, as prepared and sealed by Dudley D. Stone,
NCPE, with ColeJenest & Stone, PA.
The Cabarrus County Law Enforcement Center, Phase 2 (Sheriff's Office & Jail Facility)
Private Sanitary Sewer Extension engineering plans and specifications, as prepared and sealed by
Dudley D. Stone, NCPE, with ColeJenest & Stone, PA for the private wastewater collection system.
extension; consists of approximately 1,064 linear feet of 8-inch sanitary sewer with 13 manholes and
associated appurtenances located off Corban Avenue to serve the Cabarrus County sheriff's office with
467 occupants and jail facility with 650 occupants resulting in an estimated institutional wastewater
discharge of 50,675 GPD.
Please note: It shall be the owner's responsibility to provide a comminutor within the private sewer
system that will provide a combination of screening and grinding that will remove heavy wastewater
solids and grind any deleterious materials to prevent system clogging and to provide the adequate grease
interception devices for all food service facilities, in order to ensure that the system meets the criteria of
the City of Concord, Water and Sewer Authority of Cabarrus County, and the State of North Carolina. It
shall be the owner's responsibility to obtain the NCDENR DWQ permit and comply with the NCDENR
DWQ regulations for the proposed private sewer system. The owner's engineer shall certify that the
sewer system has been installed in accordance with WSACC and State standards prior to the activation of
the extension, The City of Concord granted an exception to the maximum pipe capacity of .083%® full,
based on an estimated institutional wastewater discharge of 50,675 GPD to be generated from the
Alfred M. Brown operations Center
City accord a 85OWarm C. Coleman Picti a P.O. Box 3Q6 a Creme, North Carolina 28026
(1043 9 5425 a Fax (D786-4521 a IDD 1-EU11735-8 a2 us

Cabarrus Conn ty Law Enforcement Center, Phase 2 (Sheriff's Office & hail Facility) wastewater
collection system. The Cabarrus County Law Enforcement Center, Phase 2 (Sheriffs Office & Jail
Facility) Sanitary Sewer Extension will be subject to further flow monitoring once the facility is fully
functioning. Cabarrus County might be required to finance an upsize of the existing wastewater
collection system, if the fully functioning facility results in a wastewater flow that exceeds estimated
institutional wastewater discharge of 50,675 GPG.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 50,675 GPD based on the consulting engineer's sealed
report, engineering plans, and hydraulic calculations for the project. The City of Concord, however, will
not guarantee the acceptance of any additional requests, revisions, or expansions that were not included
in the consulting engineer's submitted engineering plans, specifications, reports, and/or hydraulic
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. TILE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY BENEFICIARY) WITH ANY PARTY USING TIfLS PLAN OR DRAWING.. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISIONS IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an "Authorization to Construct" by the City of Concord. All
applicable permits associated with this project must be obtained and copies must be presented on site
prior to comuriencement of the work.
IMPORTANT: The Cabarrus County must submit a copy of the NCDENR-Division of Water
Quality, Division of Water Quality - Surface Water Protection's approval letter and "authorization to
construct" permit to the City of Concord prior to interconnection with the City of Concord's public
wastewater collection system. The City of Concord must be present to observe the connection of this
private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Cabarrus County. Contact Phillip Kingsland, Construction Administrator, at (704) 920-
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with
North Carolina Administrative Code ISA NCAC 2T, as applicable; the Water and Sewer Authority of
Cabarrus County's standard technical specifications; the City of Concord's ordinances, policies, and
technical specifications; NCDENR approved plans; and other supporting data. This does not constitute an
acceptance of any part of the project that does not meet North Carolina Administrative Code 15A NCAC
2T, as applicable; the Water and Sewer Authority of Cabarrus County's standard technical specifications;
the City of Concord's ordinances, policies, and technical specifications, unless specifically mentioned
herein. Failure to comply may result in penalties in accordance with North Carolina General Statute
§ 143-215.6A through § 143-215.6C and the City of Concord's ordinances, construction of additional or

replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection that is located on the property beyond the public
wastewater collection main and/or is located outside of the public utility easement/rights-of-way.
The Cabarrus County will be responsible for complying with the regulatory requirements in
accordance with North Carolina Administrative Code 15A NCAC 2T, 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 from the City
of Concord's public wastewater collection 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 wastewater
collection activation, the Caberrus County must complete the NCDENR DWQ regulatory requirements
in accordance with North Carolina Administrative Code 15A NCAC 2T. for final approval and the
Cabarrus County's engineer must certify that the private wastewater collection system has been
installed in accordance with North Carolina Administrative Code ISA NCAC 2T, the Water and Sewer
Authority of Cabarrus County's standard technical specifications; the City of Concord's ordinances,
policies, and technical specifications and the approved plans. Also, a copy of the engineer's
certifications, private wastewater collection system final approval/acceptance letter, and
correspondences, as applicable must be to the City of Concord.
Sincerely,
CITY OF CONCORD
M. Sue Hyde
Director of Engineering
Sincerely,
CITY OF CONCORD
T. Mark Fowler
Director of Wastewater Department
cc: Project No.; 2001-029 & 2006-027
ColeJenest & Stone, PA, 200 South Tryon Street, Suite 1400, Charlotte, North Carolina 28202, Alto: Dudley Stone, PE
ColeJenest & Stone, PA, 200 South Tryon Street, Suite 1400, Charlotte, North Carolina 28202, Attn: Mark S. Van Sickle, RLA
Cabarrus County, 65 Church Street, SE, Concord, North Carolina 28025 Attn: Mrs. Kelly Sifford
Elec. Copy:
Mr. Mark Fowler, Director of Wastewater Resources Departmen
Margaret Pearson, Director of Development Services
Phillip Kingsland, Construction Administrator
3 of 3

NCDENR DWQ Request for Additional information - Private Sanitary Sewer Main Extensio...
Sub,' + et: NCDENR DWQ Request for Additional information - Private Sanitary Sewer Main Extension Permit.
From: ,S1terri Moore" [e-mail] ord.ncrus
Date: " u, 14 Dec 00 14:43:33 -0500
To. <mvansiekIeo neststene.eo e . `o d r
CC: "Sue Hyde <H d S® Leon+ ord.nc us
bo sa l@Wate n al
Browder - NCDENR-DWQ;
tclnatl.nt
Pe ors n" <Pearson ned d.nc u l l nst cotejenest ton .corn
Project: Cabarrus County law Enforcement Center Private Sanitary .Sewer
Main for Sheriff's Office' and County Jail
Permit NCDENR DWQ Non -Discharge Permit
Subject: Request for Additional Information
Attached is the WSACC Flow Acceptance letter and the City of Concord
Wiliiness to Serve letter for the above referenced project. This
proposed private sewer extension will collect the wastewater, flow from
the Sheriff's Office and the New County Jail only.
This entire complex consists of an Annex Building, a Sheriff's Office
and County Jail. The wastewater for the Annex Building will be conveyed
by a single service that will be tied into an existing City of Concord
sewer main on Carbon Avenue. The wastewater generated by the Sheriff's
Office and the New County Jail will be served by the private sewer 'main
that will connect to the City of Concord's existing collection system
that is located south of the County Site.
Please let me know i you require any additional
Sherri
ColeJenest & Stone - Mark S Van ,Sickle
Per, our conversation this
Ability to Serve Letter for this project. Please also copy Dee
Browder.
with NCDENR . on your email.
ng please email the Wi
Thank you for your assistance with this xrater.
Mark S Van Sickle, RLA
Project Manager
ingness and
of 2 l'211.4/2006 2:52 PM

Cabarrus County
65 Church Street, SE
Concords North Carolina 28025
,Attn: John Day, County Manager
SUBJECT: Cabarrus County Jail Annex
Permit No. WQO031103
Wastewater Collection Systen
Final Engineering Certification
Dear Perr
Exte1-nsion
Michael F, Easley, Governor
William G. Ross Jr , Secretary
North Carolina Cepartnlent of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
The Division received a final et gineering certification for the subject project on November 20, 2008.
A full review of the certification materials may or may not be conducted, It is assumed that recent
of this certiticatior indicates compliance with at 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
innrnediately 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 pern not
automaticity transferable. Form PNOCF-S can be downloaded from
httpt//n2 re,nc.usa/ndpu�r`naGi..,pcpps.html#Se er,
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,bro'wder4ncmail,net.
Scumerelyf,
Robert Krebs
Surface Water Protection Regional Supervisor
End
Cc
Central C
OT7e a Pretream rent, Er reryner cy Response and Collection aystenns unit Internet http 'h .o enr.nc.state.0 'nctpu
.tNorthCarolzn 1617 Mad Service Center, Ra6egh, NC 27699-161 i An Equa( Opportunity Action Employer
�t ir
a
il
„ Telephone [phone] Fax (919) 7:33-0059 50 5 recycled/"10% post -consumer paper

Fast Track Engine Certification
Permit No, WQO031103
December 15, 2006
John Day, County Manager
65 Church Street, SE
Concord, NC 28025
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 paint, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial LWinal
i1PL.si �� o , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically, D weekly, [Q full time) the construction of Cabarrus County Jail Annex, a
Cabarrus County project for the Permittee,, hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
seal, signature, and date:
CAR'x%.
9s10
SEND THIS FORM & SUPPORTING DOCUMENTATION
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.

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uuo �uuihSuite 1400 [haduwc NC zBuuo
Date� November 18.2O08
Reference: 2SO5—CahmrrunCounty Jail Annex
Attention: Ms, Dee Browder
Company: North Carolina Department ofEnvironment and
Natural Resources
Mooresville Regional Office
Surface Water Protection
O1OEast Center Avenue, Suitm3O1
K400nosviUe, North Carolina 28115
We Are
�� Transmitted
C»a'ku�r
TRANSMITTAL
Tn|:
Herewith R Under Separate Cover
Dated Description
11/10/08 Engineering Certification
10/31/08 Sanitary Sewer As -built Drawing
123 Mail [] Overnight [] Courier [] Hand Delivery
For Approval [] For Your Use [] As Requested
D Pick -Up
771 For Review
Remarks: Please see the attached for final certification and approval (Permit No.
VVO0031103)�
cc:
iAN�t"��p�.
�^'�`
M-Surfoce Water Prollec;'I'ibn
.
Should you have any questions, please feel free hocontact us. Thank
you.
MsKeUyFSiffmrd—CCDS
Ms, Sherri Moore —CCDS
PNc Kevin J Bhckman. RLA—CJS
Mr. William E,Boston, Jr. —CJS
K8r. J, Chad Hearn, B—CJS