WQ0023381_Regional Office Historical File Pre 2018

Ms. Linda Reid, Property Owner
150 Piney Church Road
Concord, North Carolina 28025
Dear Ms. Reid:
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, Deputy Director
Division of Water Quality
December 10, 2003
Subject: Permit No. WQ0023381
Linda Reid, Single Family Residence
Reid Force Main Project
Wastewater Collection System Extension
Cabarrus County, North Carolina
In accordance with your application received on December 9, 2003, we are forwarding herewith
Permit No. WQ0023381, dated December 10, 2003, to Linda Reid 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
AVA
DENR
Mooresville Regional Office Internet http://h2o.enr.state,no.u.s/
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Ms. Linda Reid
Page 2
December 10, 2003
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 Linda Reid for the construction and operation of approximately 365 linear feet of 2-inch force
main to serve 1 four -bedroom single family residence as part of the Reid Force Main project, and the
discharge of 480 gallons per day of collected domestic wastewater into the Water and Sewer Authority
of Cabarrus County's (WSACC) Rocky River WWTP (NPDES No. NC0036269) existing sewerage
system, pursuant to the application received December 9, 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 Linda Reid, the City of
Concord and WSACC for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja Williams 7
663-1699.
Sincerely,
)
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville, Regional Office, Water Quality Section (WWTF Permit No. NC0036269)
Richard Riser, Concord Engineering & Surveying, Inc.
Water Quality Central Files
NDPU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of 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 perrnit 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
Perrniftee 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 21...0200 or the surface water standards in 15A NCAC 28 .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, If this
project is to be completed in phases and partially certfied, 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.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

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, 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.
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.
Permit issued this the 10th day of December, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISStON
fin- Alan W. Klimek,,P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023381

Fast Track Engineering Certification
Permit No, WQ0023381
December 10, 2003
Complete and submit his 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 foun. Perrr
modifications are re uired for any changes resulting in non nce with this Dermt reulations or
minimum design 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
Partial D Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, 0 weekly, 0 full time) the construction of the Reid Force Main,
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
919 N. MAIN STREET
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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
la. Linda Reid
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1 b. Linda Reid — Property Owner
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
Individual ❑ Federal 0 Municipality 0 State/County 0 Private Partnership ❑ Corporation ❑ Other (specify):
1d. 150 Piney Church Rd, 1e. Concord
Application Num
(to be completed by D
Street Address
North Carolina
State
1 h, 704 782 - 2434 1 i.
Telephone
Project (Facility) Infor ati©n:
2a. Reid Force Main
Brief Project Narne (pe
Contact Person:
Facsimile
City
1 g. 28025
Zip Code
E-mail
2b, Cabarrus
o this name)
Via. Richard Riser, Concord Engineering and Surveying, Inc..
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704 786 5404
Phone Number
richriser@concordengineering,com
E-mail
n existing permit) If Modification,, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing fine 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 8(3)) Esi 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.) or 0 Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc, - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Water and Sewer Authority of Cabarrus County Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River Wastewater Treatment Plant 4b. NC0036269
Name of WWTF WWTF Permit No.
5a. The City of Concord
Owner of Downstream Sewer
b. 8"
Receiving Sewer Size
The origin ofthis wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
0 Apartments/Condominiums ❑ Institution
El Mobile Home Park ❑ Hospital
• School ❑ Church
Ej Restaurant ❑ Nursing Home
Permit Number of Downstream Sewer (if known
7. Volume of wastewater to be permitted in this project: 480 gallons per day
100 % Domestic/Commercial
Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
ITA 02/03 - Rev. f 06/03

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item 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. Subunit a separate request to
the Division of Water Quality, Non -Discharge Pemiitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
One Single Family Residence with 4 bedrooms @ 120 gallons per day.
120 gpd ' 4 = 480 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length. (feet)
2 365
0
0
ENTER TOTAL LINE LENGTH IN MILES
.07
summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
gn Flow Operational Point
MGD) GPM @ TDH
Gravity or Force Main
(use the pull down menu)
Force Main
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
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 Force
Mains (Latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® 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
3. Have the following perm its/certificatirans been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes LI No ® N/A
Sedimentation and Erosion Control Plan? Q Yes © No
Stormwater? 0 Yes [I No N/A
N/A
02/03 - Rev, 1 /03

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
2 -
z
0
9
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
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of
map for cross-reference) Waterbody
Waterbody Strean't Waterbody
County River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Linda Reid, attest that this application for Reid Force Main 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 all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.66, 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
II as civil penalties up to 000 per violation.
Shing Official Signature
2. Professional Engineer's Certification:
Date
attest that this application for Reid Force Main has been reviewed by me and is accurate, complete and consistent with
the information in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge.
1 further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable
regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed
classification in accordance with Division guidance. Although certain portions of this submittal package may have been
developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design, Note: In accordance with NC General Statutes
143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or certification in any
application shal/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. Richard Riser
Pro 'anal Engineer Name
2b, Concord En ineerin and Surveying. Inc.
Engineering Firm
2c. P.O. Box 268
Address
2d. Concord
City
2g. 704 786 - 5404 2h. 704 786 - 7454
Telephone Facsimile
2e. NC 2f. 28026-0268
State Zip
2i,
richriser@concordengineennM--
com
iltrtott,
CAR
= SEAL
I. 029257
Ignature & D te
FTA 02/03 - Rev. I 06 03

Permit Number Q0023381
r grarr! category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, Pressure Sewer
Extensions
Primary Reviewer
sonjL.uwilliams
Permitted Flow
480
Facility
Facility Name
Reid Force Mein
Location Address
Owner
ner Name
Linde Reid SFR
Dates/Events
t
Perm
Trackirig Stip
Status Project Type
In review New Protect
Version
Permit Classification
Individual
e it Contact Afllatiort
aid
Minor
Region
Mooresville
County
Cabarrus
Feel lii Contact Affiliation
Oria Issue App ecei
1 /09103
Regui
...........
ed A
ies
`ate residence, single re
Wastewater collection
Outlet l N
atdy Name
Initiated
Scheduled
Isstance
Owner Type
Non -Government
er Affiliation
Reid
Linda
150 Piney Church Road
Concord
Public Notice
Indexber
ease
NC 0
Effective EXPiratiun
Peguestedl eceived Events
Additional information requested
Additional information received
Current class
ubbasin

CONCORD ENGINEERING AN 06-78
SURVEYNG, INC.
PH 704-166-5484 & PH 332-9934
P 0 BOX 268
CONCORD, NC 28026
PAY
TO THE
ORDER OF
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BRANCH 13
DOLLARS 10:A5V:.

City of Concord
Engineering Department
Scott Padgett, Mayor
W. Brian Hiatt, City Manager
Paul D. Campbell, RE., Director of Engineering
November 25, 2003
Linda Reid
150 Piney Church .Road
Concord, North Carolina 28025
a city meeting thefuture.
SUBJECT: CITY OF CONCORD WASTEWATER FLOW ACCEPTANCE
Linda Reid — Parcel No. 5538-07-08692 Private Sanitary Sewer Extension
Dear Mrs. Reid:
This letter is to confirm that on November 25, 2003 our office received the application package
consisting of the engineering plans and specifications, as prepared and sealed by Richard E. Riser,
NCPE, of the Concord Engineering & Surveying, Inc., for the Linda Reid Force Main extension
consisting of a approximately 365.77 linear feet of 2-inch sanitary sewer and other appurtenances
located on Zion Church Road to serve a private residence for a total flow of 480 gpd. It shall be
the owner's responsibility to ensure that the design meets the criteria of the Water and Sewer
Authority of Cabarrus County and the State of North Carolina. At this time, the City's
downstream wastewater collection system has the capacity to accept the requested flow amount
of 480 gpd. The City of Concord, however, will not guarantee the acceptance of any future flow
requests or changes in the nature of the flows associated with this private system.
Please be aware that the City will not assume any responsibility for the operation and maintenance
of the subject private sewer system. The entity to whom the sewer extension permit is issued will
be responsible for complying with North Carolina Administrative Code 15A NCAC 2H .0227.
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 sewer extension should not be requested.
The City reserves the right to disconnect the subject private extension from the City's wastewater
collection system if improper operation and maintenance of the private system leads to sanitary
sewer overflows within the City's wastewater collection system or violations of any ordinances or
policy's.
Allred M. Brown Operations, Center
Citv of Cocc, i 850 Warren C Goilaran Blvd. • PO, Ba 308 • Cow*, North Carolina 22026
(7)4) 920-5425 1 FaX. [phone], 'TDD 1-8W-735-8262 * itwu„,„ciL 'ICUS

The City of Concord must be present to observe the connection of this private system to our
public sewer infrastructure, in order to meet the Standard Specifications for Wastewater
Collection and Water Distribution for Cabarrus County. The owner's engineer shall observe and
certify that the private system has been installed in accordance with W'SACC and State standards
prior to the activation of the extension.
This letter shall not be construed as an Authorization to Construct by the City of Concord. A
City of Concord Voluntary Annexation Petition must be executed prior to any construction
activity and interconnection with the City of Concord's public wastewater collection system. For
a copy of the Voluntary Annexation Petition form, please contact Phillip Collins with the City of
Concord Planning Department at [phone].
All applicable perrnits associated with this project must be obtained and copies must be presented
on site prior to commencement of the work.
It is the owner's / developer's responsibility to contact the City's Construction. Administrator, Mr.
Phillip Kingsland, 48 hours prior to the beginning of construction..
Sincerely, Sincerely,
OF CONCORD CITY OF CONCORD
ul D. Campbell T. Mark Fowler
Director of Engineering Director of Wastewater Department
cc:
Project No.:: 2001- 029 Linda Reid — Private San. Sewer Extension
File No.: 2.2
Richard E. Riser, P.E., Concord Engineering ez Surveying, Inc., P.Q. Box 268, Concord, NC 28026

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
December 1, 2003
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 280.26-0308
Subject: Flow Acceptance.
Linda Reid — Private Sanitary Sewer Extension
Dear Mr. Hiatt:
Office 232 Davidson Hwy.
Concord, NC 28027
.11 to: RO. Box 428
Concord, NC 28026-0428
Phone:[phone]
i FIX:: 704,795.1564
This is in response to the subject request for flow acceptance received 11/25/03. The Water
and Sewer Authority of Cabarru.s County (WSACC) has or currently expects to be .able to make
available capacity at the Rocky River Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from the proposed new sanitary sewer
extension to serve the private residence of Linda Reid. WSACC agrees to accept wastewater from
the private residence based on information provided by Concord Engineering and Surveying, Inc.
(Civil Engineer for the project) using North Carolina Department of Environment and Natural
Resources (N. 'CDENR) wastewater flow guidelines. The projected flow is 480 gpd; however
WSACC expects the actual wastewater flow to more closely approximate 335 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 480 gpd and cost of S8.126/gpd to provide treatment and transportation capacity, this
flow acceptance represents an estimated capital expenditure in, excess of $3,900.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 11,421„696 gallons of flow acceptance for the City of Concord from 1992 to present and
674,263 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $92,812„70i for the City of
Concord since 1992 including S5,479,061 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 CH) are subject to
approval by WSACC's Board of Directors,, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
• Rocky River Wastewater Treatment Plant phase 11 upgrade. Scheduled completion date: 2004.

City of Concord
Linda Reid — Private ResidencE
December 1, 2003
Page 2 of
If construe on of this project is not started within one year of the date of this
approval, the approval is rescinded and a second request and approval will be required. Please
notify WSACC in t n hen construction of this project is initiated.
If you have any questions, please call me at (704) 78 -178 a
cc: WSACC EngiEngineeringt
Adam aenh Concord:
Sherri Nloore/Concord
Richard Riser, PE/CESI
Sincerely,
John C. Murdock,11
Executive Director

536 537
PROJECT
. OCATI()
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
r c0 RALEIGH, NORTH CAROLINA
4b54 f Ng ).;`And 9Nt
5411 C ,.., .tqx' 541
CONCORD SE, N. C.
35080-05-TF-024
1969
PHOTOREVISEO 1987
DMA 4854 I SE —SERIES V842

D
NEERING &
SURVEYING, INC.
Transmittal
To: Sonja Williams
Co: NC-DENR
Phone: (704) 663 - 1699
Re: Reid Force Main
Enclosed please find the following:
9 200
C DEPT OF 1",I!byttRoN
AND NATURAL RESOURCES
tOR ;SViLLf REGIONAL OFH *
From: Richard Riser
Attach: See Below
Date: 12/2/03
CC: Wes Parsons, Americas Home Place
One (1.) Original and one (1) copy of the State of North Carolina, Department of Environment and Natural
Resources, Division of Water t,uality, Fast -Track Application for Gravity Sewers, Pump Stations and Force
Mains..
Application Fee of $400 00 (Check Number 23437)
Accompanying Documentation:
City of Concord Flow Acceptance Letter.
Water & Sewer Authority of Cabarrus County Flow Acceptance fetter
7.5-minute USGS Topographical Map — Concord SE, N.C.,
Please call wl any questions,
Richard E. Riser, PE
Concord Engineering & Surveying, Inc.
CONF11)ENTAILLY NOTICE
This transmission is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged
and confidential, If the read r of this rncssag e is not the intended recipient, you are hereby notified that any disclosure, distribution or copying of
this information is strictly pr©hibited. ceived this transmission in error, please notify us immediately by telephone and return the
original documents to us a the address listed be lar aia the United States Postal Service,
NCSS • NSPS • ACSM • :t'ENC
P.C. BOX 268 — 45 SPRING ST SW — CONCORD, NC 2.8026-0268 — [phone] FAX [phone]