WQ0023598_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, P.E., Director
Division of Water Quality
Coleen H, Sullins, Deputy Director
Division of Water Quality
February 19, 2004
Mr. Wilmer Melton, Public Works Director
City of Kannapolis
P, Q. Box 1199
Kannapolis, North Carolina 28082
Subject: Permit No. VVQ0023598
City of Kannapolis
Biscayne Drive Industrial Park
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton:
In accordance with your application received on February 13, 2004, we are forwarding herewith
Permit No. WQ0023598, dated February 19, 2004, to the City of Kannapolis 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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 Perrnittee'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,enr,state.nc.us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
Telephone [phone]

Mr. Wilmer Melton
Page 2
February 19, 2004
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the City of Kannapolis for the construction and operation of approximately 1,274.59 linear
feet of 8-inch gravity sewer to serve 21.5 acres of commercial space as part of the Biscayne Drive
Industrial Park project, and the discharge of 17,200 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 February 13, 2004, and in
conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track 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 Kannapolis and
WSACC for collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja Williams at (704)
663-1699.
CC:
Sincerely,
for Alan W. Klimek, P.E.
He
Mooresville Regiona Office, Water Quality Section (WWTF Permit No, NC0036269)
Michael Lash, Lash Engineering, 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 permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3 The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
,0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year), Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time,
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h, Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4, This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Perrnittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification, Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to 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 permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9 In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
2

11, Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
12. Unknown Development:
No flow in excess of the quantity permitted herein, 17,200 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 19in day of February, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,,,,(,.:
e,--
for Alan W. Klimek, PIE,, Director
Division of Water Quality
By Authority of the Environrnental Management Commission
Permit Number WQ0023598

Fast Track Engineering Certification
Permit No. WQ0023598
February 19, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permi
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 C Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe ([ periodically, d weekly, 0 full time) the construction of the Biscayne Drive
industrial Park, 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 .6200; 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 REQUIRE© 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
Engineer's 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 2,
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(tc be completed by D1AIQ VJG4r2OZ3 5? 6
1, Owner:
la. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc.)
Z lb, Wilmer Melton, Director Public Works
0 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:
0 individual n Federal' 0 Municipality 0 State/County 0 Private Partnership E Corporation 0 Other (specify):
ld 246 Oak Avenue
L.;
LL Street Address
If NO
le Kannapolis
City
lg. 28081
State Zip Code
lh. 704-920-4200 li. 704-920-4244 1j, wmeltoncLkannapolis,nc,us
'CC Telephone Facsimile E-mail
(,) 2, Project (Facility) information'
- 2a BISCAYNE DRIVE INDUSTRIAL PARK 2b. Cabarrus
Brief Project Name (permit will refer to this name) County Where Project is Located
< 3. Contact Person:
3a, 4effery_p: Moody, Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-938-1515 3c. jmoodywck.com
Phone Number E-mail
0
1 Project is C] New 111 Modification (of an existing permit) If Modification, Permit No
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is [1] Public (skip to Item 8(3)) 0 Private (go to item 2(a))
2a. If private, applicant will be:
El Retaining Ownership (i.e: store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc - go to Item B(2b))
▪ 3, Water and SewerAuthontyof Cabarrus County
re
0 4a. Rocky River Regional Waste Water Treatment Plant 4b. NC0036269
LL Name of WVITF WVVTF Permit No.
Z 5a. Water & Sewer Auth of Cab. Co, 5b. 185c.
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction III)
[1] Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (VVWTF) Treating Wastewater From This Project
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
O Mobile Horne Park
rj School
O Restaurant
El Office
El Car Wash
O Institution
0 Hospital
El Church
El Nursing Home
• Other (specify). Commercial
7. Volume of wastewater to be permitted in this project: 17,200 gallons per day
% Domestic/Commercial
100 % Industnal
% Other (specify),
8. If the permitted flow is zero, indicate why.
D Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
Lil Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
FLA 02/03 - Rev, 06103

FAST -TRACK APPLICATION for GRA 1T ' SE dE R , PUMP STATIONS, AN FORCE MAINS
0
0
z
z
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.02196) 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),
21 5 acres @ 800 gpd per acre = 17200 for 8 lots (Lots 4-11)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8" PVC
Length (feet)
Gravity or Force Main
(use the pull down menu)
9 Gravity
ENTER TOTAL LINE LENGTH IN MILES a .24 9-12'miles
11, Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
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 w/telemetry; 4-wet well storage)
N/A.
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 E 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 permitslce
ations been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Yes El No 0 N/A
(JYes LiNo LION/A
Yes L No ❑ N/A
Sedime
tation and Erosion Control Plan?
Stormwater?
1 1 A 02/03 - Rev. 1 tit

V.AST-TRACK APPLICATION for f;Rvt1`I`['' SEWERS, FRS, PUMP STA'IIONS, At FORCE MAINS P,AGE 5
Use the Division's ,guidance document entitled, "DETE.RMI'NtNG 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 avaflabie from our web site or by contacting the appropriate Division of Water Quality.
" region& office (see instructions for addresses) QR indicate the following:
0
H
U
LL
( Loot on ID on Map
Q (setf chosen - as shown an Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Pndex Classification
<
U Biscayne Drive Afton Run Cabarrus Yadkin 13-17-6-6 C
2
LU
tY
F-
0)
0
DA A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbady; AND
A Stream Classification is not needed because the design does not depend on wet well' storage as a power reliability
option for any pump station near a Class C down slope waterbooy.
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, SIGNING OFFICIAL NAME„ attest that this application for PROJECT NAME 64-4 bt6TEIAL Pfi[K
has been reviewed by me and is accurate and conip/ete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
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 nut to exceed $10,000
as well as civil penalties 25,0 0 per violation.
/9- J -&?
Date.._
2 Professional Engineer's Ce
I attest that this application tor Ly.Ayyja lrgZ, PArtx 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 Critena for Gravity Sewers adopted February
12, 1006, 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 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 '143-215.6B,, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of 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..._MtCRAE_ . w LLa ! _._ 21
Professional Engineer Name
2b.
Engineering Firm
2c. ._.I S 1Q �:__.._ GN� ._...._ L4.I6.E...,._.__1 1 IC
Address
2d- ._.CKA .Q„T
City
29. 7 f-tip-, 31 2h, 74 * it/ 2i,
Telephone Facsimile
2f.
nature Dale

Perrrtit Number W00023598
Permit Tracking Ii
Program Category
Norii-discharge
Permit Typetr i<
Gravity Sewer Eaten i n, Pump Stations„ Pressure SeSewer
Extensions
Primary Reviewar
sonja.williarris
Permitted Flow
17200
Fac
Facility Name
yne Driv Industrial Park
on Addrese
Owner
Owner Name
City of Kannapolis
Oriel
Status; Prlet Tye
In review New Project
Version PermitClass" il don
Individual'
Permit ContactAffiliation
nor
or
n
ooresville
County
Cabarrus
Faillty Contact Affiliation
Owner Type
Government - Municipal
Owner A flatten
Melvin Rape
Post Office Box 1199
Kennaptalis
Scheduled
App Rodaivad Draft Inn tat d Issuance
02113104
1
Regulated A tivitles
"al or Industriet, attser
ection
Outten TILL
dy Name
Publ N tlde
NC
ttettva
Requested/Received Events
Addltional information requested
Additional information raceived'
Exsil
Stre Index Number r urr°rent Class Subbasin

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KANNA POHS
February 14, 2004
03501-31
NC Div of Environmental Management
Department of Environment and Natural Resources — Division of Water Quality
919 N Main Street
Mooresville, North Carolina 28115
Re: Biscayne industrial Park
City of Kannapolis Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application, a check for $400.00 for the processing fee, a copy of the USGS quadrangle map
showing the location of the sewer extension, and a letter from the Water & Sewer Authority
of Cabarrus County stating they will accept and treat the additional wastewater at the Rocky
River Regional Wastewater Treatment Plant. The City of Kannapolis Standard Specifications
for Wastewater Collections Systems were approved by your office on August 11,1993. and are
being maintained by the Division of Environmental Management. New Water & Sewer
Authority of Cabarrus County Standard Specifications were submitted January 2001, for review
and approval. This project will be installed in accordance with these Standard Specifications.
This project consists of the installation of approximately .1275 linear feet of 8-inch gravity flow
sanitary sewer to serve the proposed Biscayne Industrial Park. The average daily flow for this
extension is estimated to be 17,200 gpd (21..50 acres that will connect directly to this extension
360 gpd per acre). Part of the subdivision is already served by sewer.
Please call me at 704-938-151.9 if you have any questions.
Sincerely,
e. fey D. Moody, PE
City Engineer
03501-31 Biscayne Ind Park Sewer Permit LA:tter.doi.
NC DEPT. or ENVIRONMENT,
AND NAT UP ESOURCES
OORES\E ' OFFICE
FEB 1 3 2004
Alikw:k"
c Ti
CI T Y 0 IF K A N NA I, o L 1S
Plittincering Department 1" 704.938,1519 0 704.938,6810
P 0, Box 1248 Ka imapolis. NC 28082 12,18 i 20 S. Main St. Kati NC 28081

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
February 10,, 2004
:Mr. Jeff Moody, P.E.
Kannapolis City Engineer
c/o Alley, Williams, Carmen, ). King
P.O. Box .1248
Kannapolis, NC 28082
Subject: Flov$ Acceptance
Biscayne Industrial Park
I Offio2 232 Davkixtm Hwy.
oncord, NC 28027
Mad to: 120. Eox 428
Concord NC 2F4426-0428
Phone; 704. 7814 783
Fax: F04:295 1564
Dear Mr. Moody:
This is in response to the City's request for flow acceptance received 12/15104. The
additional information requested. by WSACC in order to complete its review was received 2/3/04.
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 Biscayne industrial Park.
WSACC agrees to accept wastewater for lots 5 through 11 from the proposed Biscayne Industrial
Park based on the information provided by Lash Engineering Inc. (Engineer for the Project) using
North Carolina Department of Environment and Natural Resources (NCDFNR) wastewater flow
guidelines. The projected flow is 17,200 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 13,750 gpd based upon .Master Plan engineering data.
By requesting flow acceptance, the City of Kannapolis ac.knowledges 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 1,7,200 gpd and cost of S8,1261gpd, to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $139,767.
For your information and based upon NCDENR wastewater 'flow guidelines, WSACC has
approved 1,992,398 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
52,060 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow 'acceptances WSACC has committed capacity valued in excess of $16,190,226 for the City of
Kannapolis since 1,992 including, $423,039 for this calendar year,
Downstream .facilities from the proposed project are scheduled in WSACC's current Capital
Improvement Program (CIP) to increaseavailable 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:

Cityt
Biscayne
;lt Gary
nape li
ndustia1 Pair:
0, 2004
Goodie Creek Interceptor s willbe parallel dScheduScheduled completion date: 2 08
Rocky River Wastewater Trcatgncttt Plant Phase upgrade:Scheduled completiott date. 2004.
Since this sewer connection will be made directly to the \ CC Afton Run
Interceptor, WSACC r rust be notified 48 hours prior to connection being made. Notification
is to be made to Mark Lon 70t`-173 ext 31).
ase note that if construction r. f4thi project is not startedNA, t one `c r dat is
appror ttl, th . approval is rescinded and a s cond request and apl r be requ i . Please
notify WSACC in writ], t l t n construe tit to of this pro ect is initiated
aquestions plcasc call rtto. at 786 1783.
" A ` " Engineer g Staff
Michael Mahoney, REE City Mana e
I tot /Ka napolis
Pp Lash:I n
John `. l Murdock, 11
Fx ctrti .o Director

40
4000 5 , NWO .7000 FEET
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• g!
MAP ACCu lACY 9gmRy
LOGICAL SURVEY
HEM 0% VIRgv4 22092
o M1«GGAV Aanm ON REQS
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ROAD CLASSIFICATION
bR6u§road, hard or
aproed surface
v !road . .
KANNAPOLIS, N. C.
aka¢DEm?y
,969
PH oroREysEr 1,988
DMA « 9 ;g* -BEMES, ya,