WQ0022746_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William, G. Ross:Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, RE„ Director
Division of Water Quality
Coieen H. Sullins, RE., Deputy Director
Division of Water Quality
June 24, 2003
Mr. Paul Campbett, Director of Engineering
City of Concord
P.O. Box 308
Concord, North Carolina 28026-0308
SubjectPermit No. WQ0022746
City of Concord
Business Blvd Sanitary Sewer
Wastewater Collection System Extension
Cabarrus County
Dear Mr. Campbell:
In accordance with your application received on May 27, 2003, we are forwarding herewith
Permit No. WQ0022746, dated June 24, 2003, to the City of Concord 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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. Also note Permit Condition 12
regarding unknown development.
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 adapted 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, Mooresville, NC 28115
Internet http,//h2o enrstatemc us/
Telephone [phone] Fax [phone]
Airti
NCDENR
DENR Customer Service Center
Telephone [phone]
^^,

Mr, Paul Campbell
Page 2
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 City of Concord for the construction and operation of approximately 2,210 linear feet of
8-inch gravity sewer to serve an industrial park as part of the Business Blvd Sanitary Sewer project,
and the discharge of 42,000 gallons per day of collected domestic wastewater into the Water & Sewer
Authority of Cabarrus County's (VVSACC) Rocky River WWTP (NPDES No. NC0936269) existing
sewerage system, pursuant to the application received May 27, 2003 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.
This permit shall become voidable unless the agreement between the City of Concord and
WSACC for the collection and final treatthent 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, p
663-1699.
Sincerely,
ntaot Dee Browder at (704)
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (WVVTF Permit No. NC0036269)
Wanda Fuller, Concord Engineering & Surveying
Water Quality Central Files
NDPU Files

NORTH CAROUNA
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:
f. 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. tf 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 21,_ .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 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. it- 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 the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this pemiit; 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. 4
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 28 .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 report by telephone to 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, fallowing 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
12. Unknown Development:
No flow in excess of the quantity permitted herein, 42,000 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division of water Quality.
Permit issued this the 24th day of June, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT CO
for Alan W. Klim+(, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022746
s
ON

06124/03
t Number �"4 i M 22746 Permit Tracking Slip
Program Category
Non -discharge
Permit Type `.3$L ' ra;;k
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
42000
Facility
Facility Name
Business Blvd Sanitary Sewer
Location Address
Owner
Status Project Type
in review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
MaJor/M iinor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name Owner Type
City of Concord Government - Municipal
Elates/Events
Owner Affiliation
Paul Campbell
PO Box 308
Concord
NC 28026
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
05/27/03
Regulated Activities Requested/Received Events
Commercial or industrial, other Additional information requested
Additional information received
Outfail NULL
Stream Index Number Current Class Subbasin

CONCORD ENGINEERING AND 06-78
SURVEYING INC.
PH 704-766-5404 & PH 332-9934
P 0 BOX 268
CONCORD, NC 28026
PAY
TO THE
ORDER OF
c' c
Z
00 23 21, 7e 1:053 0073 0 L800 27?
DATE
DOLLARS
23247
66-73/531
BRANCH 13

Subject Business Park
Date: Fri, 0 May 2003 15:51:48
From: "Marie o lovi " <[e-mail]
flow: Division of Water Quality
lity
To: "snnja c i lia " stnnj .Illarns@NCMaiLNet>
Special conditi sn 12 for unkno+ n development
No flow in excess of the quantity per Litt' he ein GPO, shall
be made tributary to the subject sewer system until an application for
permit modification for an increase in flow has been submitted to and
approved by the Division of Water Quaitt.
K. Marie Doklavi , P
Environmental Engineer
Non -Discharge e itt n
Division of Water Quality
Do .lovic rriarie dok1ovie(i n rna
J do ironm nt
Division of Water Qua

N.C. Department of Environment and. Natural Resources
Division of Water Quality.
Mooresville Regional. Office
Non -Discharge Permitting 1. rrit
919 North Main Street
Mooresville, North Carolina 28115
SUBJECT
SANITARY SEWER EXTENSIONS
BUSINESS BLVD SEWER EXTENSION
City of Concord
Cabarrus County
Dear Sir or Madam:
MA°a
MC DEIPI
NATURAL RES
SVILLE REGIONAL OFFKE
We are enclosing for your review and approval, one original. and one copy of the executed Non -
Discharge Permit Application then, a check in the amount of $ 400.00, a letter of flow acceptance
from the \VWTI and the Delegated Municipality Certification form for the installation of 2,210
+/- linear feet of 8-inch gravity sanitary sewer to serve the above mentioned project in the
northwest section of Cabarrus County off Business BIv=d..
This application is in accordance with your Gravity Sewer Minimum Design Criteria. Upon
completion of the project, you shall receive a copy of the Engineer's Certification and a copy of
the Record Drawings.
Your cooperation in this :matter is greatly appreciated. If there are any questions concerning this
application or plans, please call us at [phone]
Sincerely,
CONCC)RC)
PD. Campbell, P.E.
Dr. ector of Engineering
DC/awd
Enclosures
cc: Proj c-t No.: 2003-O 19
Mile No. 2 (DWQ)

z
.ACK APPLICATION for GRA%SIT SIB ERS, PUMP STATIONS, AND FORC
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DM))
Owner:
1a„ The City of Concord
Full Legal Name (company, municipality, HOA, utility, etc.)
1b, Paul Cam bellzC
igning Official Name and Title (Please review 16A NCAC 2H .0206(b) for authorized signing officialsl)
lc, The legal en who
who will own this system is:
Individual Federal ❑ Municipality State/County ❑ Private Partnership ❑ Corporation ❑ O1he
1 d. PO Box 308 1 e, Concord
et. Address City
1 t. NC
State
lh. 704-920-5402 1'i. 10k( 79rhe 45
Telephone Facsimile
2. Project (Facility) Information:
2a. Business Blvd Sanitary Sewer
Brief Project Name (permit will refer to this name
Contact Person:
1 g. 28026 0308
Zip Code
"Y
E-mail
beC c cia,1 uyz.
2b. Cabarrus
pgcrfy):
County Where Project is Located
3a, Wand Fuller, PE Project Engineer; Concord Engineering and Surveying Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-786-5404 c. wandafulier@concordengineering,com
Phone Number E-mail
2.
wner i
New ❑ Modification (of an existing permit) If Modification, Permit No,:
Public (skip to (tern B(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 (i.e„ store, church, single office, etc.)
Ej Leasing units (lots, townhomes, etc, - skip to Item B(3))
❑ Selling units (lots, townhomes, etc, - go to Item B(2b))
Water and Sewer Authority of Cabarrus County
0 Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
`4a. Rocky River WWTF '4b. NCBQ3621 U9
Name of WWTF WWTF Permit No.
The City of Concord 5b, 8"
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
❑ School
Restaurant
❑ Office
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
Nursing Home
Other (specify), Business Park
7. Volume of wastewater to be p rmatted in this project: 42,000 gallons per day
of Downstrea
% Domestic/Commercial
100 % 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
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected

!RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
Z
H
z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
,0219(I) 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(I)(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(I)(3).
42 ac drainage basin • 10 people/arce for industrial park " 100GPDIperson = 42,000 GPD avg daily flow
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
ENTER TOTAL LINE LENGTH IN MILES
ary of Pump Stations to be Permitted (a
Location ID Design Flow
as shown on plans) (MGD)
Length (feet)
2210
.
©.42
h additional sheets as necessary)
Operational Point
GPM TDH
Gravity or Force Main
(pull down menu)
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Power Reliability Option
(dual line feed, permanent generator w/ATS,
portable generator w/autodialer, wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Z Yes El 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 forapproval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No N/A
Stormwater? 0 Yes 0 No N/A
rr A fl )I 1

PIF- itliCK APPL1CAT1ON for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
'1 ."--GSe the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
z (FAST -TRACK SEWER SYSTEMS)' to collect and record the stream classification data below (attach additional sheets a
0 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:
0 A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
.... A Watershed 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.
Name of Waterbody Stream Waterbody
Waterbody County River Basin Index Classification
Afton Run Trib Cabarrus Yadkin 13-17-6-6 C
Lto
RSHED CL
z
0
Location ID
on Map
1
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
la.
Applicant's Certification:
attest that this application for Business Blvd Sanitary Sewer 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 am not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being retumed as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-2156B, 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
awf/ls civil penalties uo 1525,000 per violation,
ning Ifficial Sig ature
2. PrfessionaI Engineer's Certification:
Date
a that this application for Business Blvd Sanitary Sewer 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. I 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, 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 $25,0Qapormkgation,
A "
2a. Wanda G. Fuller, PE
Professional Engineer Name
2b. Concord Engineering & Surveying
Engineering Firm
2c. PO Box 268
Address
2d. Concord
City
2g. 704-786-5404 211. 704-786-7454
Telephone Facsimile
2e, NC
2f. 28026-0268
Zip
2i, „)
wandafullerr'concordengineering
Seal, Signature & Date
1.4 I A 01/111

i Park4
700

State of North Carolina
Departt of Environment, Health, and Natural Resources
Division of Environmental. Management
512 North Salisbury Street • Raleigh, North Carolina 27626-0535
, Governor GeorgeT. Everett, Ph.D.
Directory, Jr., Secretary May 1,1991
Memorandum
To: Delegated M unicipalti
From: Steve W. Tedder, Chief
Water Quality Secti
Subject: Delegated Municipalities
ist for Revised Non -Discharge Permit Applications
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
review on a gravity sewer project for the Division; therefore, the Division will no longer require that
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted We do,
however, require that the delegated municipality perform the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of all gravity sewer
questions
applications that roc being submitted det dees legated
d municipalities
73� g ties project. If you have any
on this matter, please contact Mr. Randy
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant:
C tfY oFlev
Project Name: CN . 6-AM ritsal
Delegated l Tu;nicipality Reviewer's Certification:
attest that the subject plans and
specifications have been reviewed under my supervision and that those plans and specifications are
consistent with the information that has been specified on the Non -Discharge Application and the
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated. Municipality Reviewer's NC Professional Entrginritr.eer's Registration No.:
�ot,
Seal and Signature (specify date): GAR0
FORM: DMGS 4191
PAGE 1 OF 1

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
a‘,1 , 2003
MAY 21 HO3
W, Brian Hiatt
City Manager
City of Concord
P. Cl. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance
Business Blvd Sewer Trunk Line
Dear Mx. Hiatt:
Office: 23.2 Davidson Hwy,
Concord', NC 28027
Mad to: P.G. I3ox 428
Conc.:GT(1, NC 260264428
Phone: 754,766,17,6.3
Fw 704J95i564
OJECT NO. _a23_,„77-.012
This is in response to the subject request for flow acceptance received 5/16/0.3. 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 wastewater from the proposed 364,000 sq. fi. .Minka :Building
to be located in the International „Business Park Concord, NC. Approximately 2.,210: feet of 8-inch
gravity sever is proposed to serve the project. WSACC agrees to accept wastewater from the
proposed facility based on information provided by Concord Engineering & Surveying, Inc. (Civil
Engineer for the project) using North Carolina .Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines and the projected flow is 42,000 gpd.
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 42,000 gpd and cost of $8.126/gpd to provide treatment and transportation capacity,
this flow acceptance represents an estimated capital expenditure in excess of S341,292.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 10,914,238 gallons of flow acceptance for the City of Concord from 1992 to present and
166,805 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of S88,689,097 for the City of
Concord since 1992 including S1,355,457 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 CIPprojects is tentative and may be
delayed by unforeseen circumstances:
Rocky River Wastewater Treatment Plant Phase .11 upgrade. Scheduled completion date: 2004.

Concord
Business Blvd S ter Tinnk Line
May 19, 2003
Page 2 of
construction of this project is not tatted wit l one year of the date o
is rescinded and a second request and approval i11 he required. Please no
NA hen construction of this project is initiated.
If you have any questions, please call meat (704) 7 -1
cc VS,A En inccring Staff
Adam I a nhar oncord:
Sherri Moore/Concord
Wanda FullrESI
Sicar;l,
Exe
Jo 1 C. Murdock,111
cnti Director
apr-a1, the approval
SACC ire « ritin

Jaynes G. Mania. Governor
William W. Cobey. Jr., Secretary
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder, Chief
Water Quality Section
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27626-0535
George T. Everett, Ph.D.
Director
May 1,1991
Subject: Delegated Municipalities Checklist for Revised Non -Discharge Permit Applications
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
review on a gravity sewer project for the Division; therefore, the Division will no longer require that
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do,
however, require that the delegated municipality perform the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of all gravity sewer
applications that -. c being submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 9191733-5083.
DELEGATED hi[JNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Delegated Municipality Reviewer `s Certification:
1, V L attest that the subject plans and
specifications have been reviewed under ray supervision and that those plans and specifications are
consistent with the infoirnation that has been specified on the Non -Discharge Application and the
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration No.w
Seal and Signature (specify date):
FORM: DOGS 4191
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