WQ0029143_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, Y.E. Director
Division of Water Quality
August 3, 2005
Mr. Wilmer Melton, Director of Public Works
City of Kannapolis
1401 Bethpage Rd.
Kannapolis, NC 28081
Subject: Permit No. WQ0029143
Biscayne Industrial Park Phase 2
City of Kannapolis
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Melton:
In accordance with your application received on July 25, 2005, we are forwarding herewith
Permit No. WQ0029143, dated August 3, 2005, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board,
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet 112o,enrstatenc,us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycied/10% Post Consumer Paper
4biUiCarnlirui
aturally

Mr, Wilmer Melton
Page 2
August 3, 2005
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 411 linear feet of
8-inch gravity sewer as part of the Biscayne Industrial Park Phase 2 project, and the discharge of 5,944
gallons per day of collected domestic wastewater into the Water and Sewer Authority of Cabarrus
County existing sewerage system, pursuant to the application received July 25, 2005, and in conformity
with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
The sewage and wastewater collected by this system shall be treated in the Water and Sewer
Authority of Cabarrus County WWTP (Rocky River Regional NPDES No. NC0036269) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
2), 12--(e- teor-4_00-L,
for Alan W. Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036269)
Michael Lash, Lash Engineering, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented_
d. Pump stations that are not connected to a telemetry system shall be inspected every day (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. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the farm. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
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.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours -y also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a Spin report by
completing Part I of Form CS-SSO (or the most current Divisiori 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 s yond
control.
Permit issued this the 3rd day of August, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029143

Fast Track Engineering Certifica,tion
Permit No, WQ0029143
August 3, 2005
Complete and submit thisform 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. Permit
modifications are required for any changes resutting inlion-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
0 Partial El Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, 0 weekly, 0 full time) the construction of the Biscayne Industrial
Park Phase 2, Cabarrus County project for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable: and
other supporting materials,
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

Pe
Number C 9143
Central F s APS swp
081021O5
Permat Tracking lira
Program Category
Non -discharge
Permit Type Verskm
Gravity Sewer xtensian, Pump tabons, Pressure Sewer
Extensions
Primary Reviee
dee.brow+der
Permitted Flow
4
Faculty
Facility Name
Biscayne Irndu triel Park Phase
cation Address
Owner
Owner Name
City of I armapolis
Dates/Events
Ong
Status
In review
Per Conte
Project Type
New Project
ermlt lassitiatitan
Individual
Affi
on
Region
Mooresville
County
Cabarrus
Facilit ° Contact Affiliation
Owner Type
Government - Munieipal
Owner A li tion
Melvin Rape, PE
PO Box 1199
Kannapolis
NC 28081't99
Schedided
sue App Received Draft kniaiated Issuance Public Notice Issue Effedive Exrrirati+an
07/25/05
Regulated Activities
Brdustrlall ommer ial wash ^'ater
coilediccti
uttall NULL
Requested/Received Events__
Additional information requested
Additional 'nfo ation received
Waterbady Name stream Index Number
Current Pass subbasin

Fnnr T-ijrndred and 00
MEMO,
NC.DENR
00*********************************************************«****
DOLLARS
v001173 2u' 1:053 L007371: 000 219936r
Park West Investments, Inc.
NC.DENR
sewer- Lot 2,3,4
Cash- 1 st Charter Phase 2-Biscayne Park
5/23'2005
1732
400,00
400,00

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be competed by DWQi
/, Owner
1a, City of Kannabolis_
Full Legal Name (company, municipality, HOA. utility. etc
Z 1 b. Wilmer Melton, Ill - Director of 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:
Ell Individual ED Federal 0 Municipality 0 State/County El Private Partnership 0 Corporation El Other (specify):
ld, 1401 Bethpage Rd. le. Kannapolis
City
z
0
2
0
0
u.
Mailing Address
1f, NC
State
1g 28081
Zip Code
lh, 704-920-4200 1i. 704-920-4244 lj wrnelton@ci,ka
Telephone Facsimile E-mail
2 Project (Facility) Information:
2a, Biscayne Industrial Park Phase 2
Brief Project Name (permit will refer to this name)
3, Contact Person:
3a Michael Lash. P.E.
2b, Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-847-3031 3c, mikejlashengineering.com
Phone Number E-mail
1. Project is 0 New El Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification .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 Public (skip to Item B(3)) El Private (go to Item 2(a))
2a. If private. applicant will be, 2b, If sold, facilities owned by a (must choose one)
EJ Retaining Ownership (i.e, store, church, single office, etc,) or
Ej Leasing units (lots, townhomes, etc, - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
ED Public Utility (instruction III)
El Homeowner Assoc./Developer (Instruction IV)
3, Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
4a. Rocky River Regional Wastewater Treatment Plant 4b. NC0036269
Name of WVVTF WWTF Permit No,
5a, City of Kannapolis 5b El Gravity 5c,
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit Number
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Ej Apartments/Condominiums
Ell Mobile Home Park
El School
0 Restaurant
El Office
El Car Wash
Institution
El Hospital
0 Church
0 Nursing Home
El Other (specify): Warehouse
of Downstream Sewer (if known)
100 % Domestic/Commercial
% lndustrial
% Other (specify):
7, Volume of wastewater to be allocated for this particular project: 5,944 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Ej Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
FIA 02'03 - Fkek, 3 04105

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, ,ANDFORCE MAINS PAGE 4
9. 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(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H ,0219(1)(3),
800 gpd/Ac. X 7 45 Ac. = 5,944 gpd
10. Summary of Sewer Lines 10 be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 411
Gravity or Force Main
(use the pull down menu)
Gravity
z
F—
ENTER TOTAL LINE LENGTH IN MILES 0,078
0
11, Summary of Pump Stations to be Permitted (attach additional sheets as necessary) N/A
0 Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (I- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage)
LJ
z
2 12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Ct Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LLI Ei Yes Ell No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
CL, variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13, Have the foliowing perrnit&certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? [1 Yes LIJ No RI<J/A
R•les Ell No [1] N/A
Stormwater? E Yes fl No Ei-NIA
14„ Does this project involve aerial lines or siphons? Check if yes: El
These lines will be considered high Priority and must be checked once every six months
15„ Does this project have gravity sewer lines designed at minimum slopes? El
Be aware that the Division will not accept installed fines more than 10% flatter Man the minimum slopei Lines installed outside this tolerance should be
corrected prior to submitting the final engineering cerlitication..
Sedimentation and Erosion Control Plan?
IA 0293 -Itc. 3 04/05

IF7R.ACK. APPLICATI - GRAVITY SEWERS, PUMP STATIONS, AND FORCE 'MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETER INING 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:
. 0
C. STREAM
0
d
D A Stream Classification is not needed because all parts of the project are at Ieas 100 feet away from any down slope ,
waterbody; 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 waterbody,
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for crass -reference) Waterbody County River Basin Index Classification
1, Afton Run Cabarrus Yadkin 13-17-6-6 C
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,„ attest that this application for Biscayne Industrial Park, Ph,2 has been reviewed by me
and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if 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 143-215,68, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation,
la.
Signing 0fficial Signature
Professional Engineer's Certification
Date
I attest that this application for Biscayne Industrial Park, Ph, 2 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 Ciltena 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 $25,000 per violation.
2a, Michael Lash, P,E.
Professional Engineer Name
2b, Lash Engineering, Inc,
Engineering Firm
2c, 1226 Mann Drive, Suite 100
Mailing Address
2d, Matthews
City
2g, 704-847-3031 2h. 704-847-3041 2i„
Telephone Facsimile
2e. NC 21, 28105
State
Zip
mikel@lashengineering,com
Seal, Signature & Date
FFA 02/03 - Rev. 3 04105

tillirrN(7 DENR DIVISON OF WATER QU.L A
Alphabetic List of NC Waterbocfies
YADKIN RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number ("lass
Coddle Creek. 'Hike Nowelfl YAD11 18-17-5-(1.5) E1GEW9'
Abboets Creek Y23.2'O9 12-1198(1) C1SSE5
Creek YAD12-119-(6) 111.8SW2
AbbStts O7
Abbot6e Creek (including 3'AL307 12-21718NN 19-(4.5) 6
exington-Thomasville Water Supply ReserNoir at
notmad reservoir elevation, 7.om-A7-1,ex 72ake
W13-I173.10W,CA
WEAII2
3
AS6,69096s Creek /7 of High Rock. Lake YADO4 12-118.8 D18SWV WS-V,S
Abhotts Creek Arm of Nigh Rock Lake IAD67 12-118,5 D1WSW7 WS-VAS
Adam, 'anen 3732'14 13-17-36-2 WIENER WS-IV
Adams Creek YAD12 13-17-11-7 F16NE6 C
Addies Branch SAD01 12-22 Cl2SES Cerr
Af7.c Run YAD11. 13-17-6-6 8116NW5 C
Alekm Branch YAMS 13-25-31-4 GISNWS C
Alligator Branch S23D14 13-17-32-1 6318E37G C
Allison Branch YAD13 13-17-31-5-5-1. 1l7NE2 C
Alls Fork 6237,08 1.2-133-(1) F188F7 WS-IV
Alls Fork YADOS :2 133-(2) 5118SE7 3773-18V;CA
Andermon Creek. YAD12 13-17-13 P1637E9 C
Araraz River S37.DO3 12-72-0) 2316SF7 WS-174MT6
Ararat River 1A21833 12-72- (4 A1637E8 WS-I9
Ararat River YA3.03 12-72-0-21 73l61E8 WS-19;C3
Ararat 37i9er YADO3 12-72-(4.5) Al6SE8 C
Ararat River SADO2 127-778(18) 5165E2 WS-IV
AFemat River SAGO3 12272-qS) Sl6SE2 W6-1V
Arnett Branch 3161)15 18-25-20-7 .529NW6 61;526.6il
Arnold 'Branch. YA2'O2 12-84-2-2 7,SBNE5 932111
Asheworth Branch YAMS 13-25-11 13IE37E9 C
ANstin Branch YAD14 13-17-36-15-2 G17SW9 C
Sack Creek C7DO6 12,208-20-4-2 7814SW7
8ack Creek 3ADO6 12-108-21-1-(0O RISSER WS-II2O-8,4W
Back Creek YA3.1O6 12-106-21-1-(2) E1661346 WS-ITAHOWCA
Back Creek YA009 13-2-3-3-03.„ 3) D199E7 WS-616KM
Back Creek Y3.3.009 13-2-3-33(1.5) El9NW3
Bask Creek Y23D11 13-17-7 Fl6SW7 C
aamrs Creek. (Back. Creek Lake) 31AD39 13-2-3-3-(0=72 D19SE7 WSAII;EQW,CA
Baygests Creek 8A016 13-40-2-2 El9SE1 C
Bailey Camp Creek YAD32' 12-5 C12SW3 Cerr
Bailey Creek SA1302 12-93-2 D17EW2 C
Bailey Creek IGeD17 13-42-1-8 H123EF6 c
Raldwenn Pond YAD16 13-89-12-10.5 H2ONW4 C
Barkers Branch 376314 13-17-40-10 H19NW6 WS-V
Barkers Creek YADO4 12-94-1 B1773E7' C
Barnes Creek YADO9 113S2-18-(0-5) Fl9NW2 Ci-ORW
Barnes Creek YADO9 13-2-1E6(2.5) Fl9NW4 WS-TAHORN
Barnes Mill Creek 184E15 13-25-1576 Fl9N24 C
Barnett Branch E73NO1 12-18 CISS6.9 CAPT
Bashavia Creek YAD2,' 12-R1 C:7NE4 C
Basin Creek 37K3C1 12-46-2-2 3.1437336 CHSr,ORN
Baxter- Creek (Beaver Creek) YA306 12-108-18-4 D168E1 WS-1V
Esdr Pran711 Y3*DO6 12-108-16-2-2 C158381 WS-III
Bear Creek 777DO2 18-62-18 78168144 C
Page 1 of 27

e r"eb's Topographic Map
0 0.6 1.2 1.8 2.4 3 km
0 0.4 0.8 1.2 1.6 2 mi
Map center is UTM 17 529842E 3920482N (WGS84/NA©83)
Kannapolis quadrangle
Projection is UTM Zone 17 NAD83 Datum
Page 1 of 1
http://wwwtopozone.com/print asp?c-17&n=3920482. ©©009333 &e=529842& s=100& siz.. 5/26/2005

KANNikPOL IS
July 22, 2005
NC Div of Environmental Management
Departtnent of Environment and Natural Resources — Division of Water Quality
610 East Center Drive, Suite 301.
Mooresville. North Carolina 28115
Re: Biscayne Sewer Extension Phase 2
City of Kannasolis - Cabarrus County
Dear Sir or Madam:
04501-32
Oki 0ErL OF ENV1
AND NATUR °LACES
OFFC[
JUL
.„.
A WirTY SE
Please find attached for your review and approval the original and one copy of the permit
application and a check for S400..00 for the processing fee for the above reference project. Also
enclosed is the flow acceptance 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 Water and Sewer .Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office on August 11. 1.993 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.
Please call me at 704-938-1519 if you have any questions.
Stephen .1, Bissinger. PE
Assistant City Engineer
03501-31 Biscayne sewer permit letter2,.doc
C I T Y 0 F K A N N A P 01.1.S
Engineering Department T 704,9381519 F 704.938.6810
P.O. Box 1248 Kannapolis. NC 28082-1248 120 S, Main St. Kannapas, NC 28081

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
July 18, 2005
Mr. Michael Legg
City Manager
City of Kannapolis
PO Box 1199
Kannapolis, NC 28082-1199
Subject:
Flow Acceptance
Biscayne Industrial Park — Phase 2
100 66 2-1 Or3
Dear Mr. Legg:
Office: 232 Davidson Hwy.
Concord, NC 28027
Ma to: P.O. Box 428
Concord NC 28026-0428
Phone: [phone]
Fax: 704.795,1564
This is in response to the City's request for flow acceptance received 7/28/05. The Water
and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the wastewater from the proposed Biscayne Industrial Park Phase
2. WSACC agrees to accept wastewater for 3 lots from the proposed Biscayne Industrial Park based
on the infolination provided by Lash Engineering inc. (Engineer for the Project) using North
Carolina Department of 'Environment and Natural Resources (NCDENR) wastewater flow
guidelines. The projected flow is 5,944 gpd; however WSACC expects the actual wastewater flow
to more closely approximate. 4,755 gpd based upon Master Platt engineering data.
By requesting flow acceptance, the City of Kannapolis acknowledges that WSACC may
need to upgrade, expand, or construct new facilities to accommodate the increased flow volume
granted by this and previous flow acceptance. Appropriate design and construction will be initiated
when actual flows dictate but may be subject to situations that WSACC does not expect or control.
Based upon flow of 5,944 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $48,300.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,290,606 gallons of flow acceptance for the City of Kannapolis from 1.992 to present and
11'1,807 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $18,613,464 for the City of
Kannapolis since 1992 including $908,543 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current six year
Capital Improvement Program (C1P) 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 OLP projects is tentative and may be
delayed by unforeseen circumstances:
Lower Coddle Creek Interceptor will be paralleled. Scheduled completion date: 2012.

City of K.amiapolis
Biscayne Industrial Park Phase
July 18, 2005
Page 2 of
Please note that if construction of this project is not started within two (2) years of the date
of this approval, the approval is rescinded and a second request and approval will be required.
Please notify WSACC, in writing, when construction oft this project is initiated.
Ifyou have ar y questions, please call me at 7O4 78 -1783.
Sine
avis, P.E.
Engineering Direc
WSACC Engineering Staff
Jeff Moody, P.E1Kannapolis City Engineer
Wilmer MeltortiKannapelis
Michael Lash, P f Lash Engineer]. eeri