WQ0023378_Regional Office Historical File Pre 2018

A 7' Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan VV Klimek. PE,, Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 10„ 2003
Mr, Wilmer Melton, Public Works Director
City of Kannapolis
246 Oak Avenue
Kannapolis„ North Carolina 28081
Subject: Permit No. WQ0023378
City of Kannapolis
Biscayne Drive Water, Sewer & Street
Improvements
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton:
In accordance with your application received on December 1, 2003, we are forwarding herewith
Permit No, WQ0023378, dated December 10, 2003, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 applicatkm. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules„ Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215,6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board,
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
Internet http://h2o.enrstate.nc.usi
Telephone [phone] Fax [phone]
AtA
SinENR
DENR Customer Service Center
Telephone [phone]

Mr, Wilmer Melton
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 the City of Kannapolis for the construction and operation of approximately 2,138 linear feet
of 8-inch gravity sewer to serve 21.5 acres of commercial space as part of the Biscayne Drive Water,
Sewer & Street Improvements project, and the discharge of 17,200 gallons per day of collected
commercial 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 1, 2003 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall become voidable unless the agreement between the City of Kannapolis 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 at (704)
663-1699.
Sincerely,
for Alan W,/Klimek, P.E.
cc: Cabarrus County Health Department
Mooresville Regional Office, Water Quality Section (VVVVTF Permit No. NC0036269)
Jeffrey Moody, Alley, Williams, Carmen & King, 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 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 perrnit 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.
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.
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,

11. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or an 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.
12. No flow in excess of the quantity permitted herein, 17,200 gallons per day, 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,
Penrtit issued this the 10th day of December, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimel'P,E., Director
Division of Water Quality
By Authority of the Environmental M
Permit Number WQ0023378
agement Commission

Fast Track Engineering Certification
Permit No, WQ0023378
December 10, 2003
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. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
—1 Partial C. Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authonzed to observe (El periodically, weekly, LI full time) the construction of the Biscayne Drive Water,
Sewer & Street Improvements, 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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

ACK APPL, CATION for GRAVITY SEWERS, PUMP STATIONS. AND FORCE .MAINS PAGE
Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDt
rto be compieted DWQ) \Nar'02 3 3 -7 E5
1. Owner
la. City of Kannapolis _ _
Full Legal Name (company, municipality, HOA, utility, etc.)
Z lb, Wilmer Iv1eiten, Director Pubilc Works:
O Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing afroials!)
1 c. The legal entity who will own this system is:
2 [1] Individual Ej Federal EJ Municipality State/County E Private Partnership E] Corporation CI Other (specify):
re ld. 246 Oak Avenue
0
LL Street Address
• 1f, NC
State
0
lh. 704-920-4200
'Telephon.e
2, Projec: (Facility) information:
Kannapolis
City
lg. 28081
Zip Code
704-920-4244 1, yvmeltorci,kannaeolis.no.us
Facsimile E-mail
CL ▪ • 2a BISCAYNE DRIVE WATER, SEWER & STREET IMPROVE. 2b Cabarrus
a. Brief Project Name (permit will refer to this name) County Where Project is Located
• 3 ContacContact Person:
3a Jeffery D. Moody. Project Engineer
Name and Affiliation of Someone Who 0an Answer Questions About this Aooication
0
3b. 704-938-1515 3c. jrnoody2awck,com
Phone Number Emaii
1 Frojec: s 1 New Modification (el 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 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 E. Public (skip to Item 8(3)) Ei Private (go to (tern 2(an
2a„ If private, applicant wit be: 2b If spiel facilities owned by a (must choose one)
• Retaining Ownership (i.e. store, church. single office, etc.) or
TT Leasing units (lots. townhomes, etc, - skip to Item B(3))
FT Selling units (lots, townhomes, etc, - go to Item B(2b))
3 Water and Sewer Authorityof Cabarrus County
EJ Public, Utility (Instruction III)
E Homeowner Assoc.../Devetooer (Instruction IV)
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
Ce —
O 4a, Rocky River Re_aional Waste Water Treatment Plant 4b, NC8036269
Name of \AANTF VVVVTF Permit No
Z 5a„ CitLof Kannapolis 5b, 8" 5c.
th
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
6, The origin of this wastewater is (check ail that apply):
[1] Residential Subdivision
DApartments/Condominiums
E Mobile Home Park
E school
E Restaurant
Car Wash
Institution
Lil Hospital
Church
r] Nursing Horne
E Other (specify): Commerciai
7. Volume of wastewater to be ed in this project: 17„200 gallons per day
100 94 Domestic/Commercial
Industrial
Other (specify):
8. If the permitted flow is, zero, indic:ate why:
Ej Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
E Flow has already been allocated in Permit No.
fE Rehabilitation or replacement of existing sewer with no new flow expecte
FT.A 02'03 - Rev1 _ 5/03

ill.rt:C1(
APPLICATION for GRAVITY SE' u'ERS, PUMP STT1ONS, A.ND FORCE MAINS PAGE 4
4.5
9. Provide the wastewater fiow calculations used in ,deter m ping the permitted flow in accordance with SA NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A. NCAC 2H ,0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(V)(3).
21.5 acres SC0 gpb per acre = 17,200
10, Summary of Sewer Lines to be Permitted (attach addstional sheets if necessary)
Gravity or Force Main
Size (inches) Length (feet) (use the pull down menu)
8" PVC 2,138 Gravity
Z
h-
Z
0
0 ENTER TOTAL LINE LENGTH IN MILES 0 40 miles
11 Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
2 Location ID Power Reliability Option
ce (self chosen •- as shown on Design Flow Operational Point (1- duai Iine feed; 2- permanent generator w/ATS; 3-
0 plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
!iL
Z
N/A
12, Does the sewer system comply with the Minimum Design Cntena 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 .020I0 as applicable?
El Yes E No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMITTWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13, Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? Li Yes No bg N/A
Sedimentation and Erosion Control Plan? 0 Yes, ] No E] N/A
Stormwater? El Yes 0 No J N/A
1,.1Af1203 - . 1 060M

PPr„. RACK APPLICATION for GRAVE 'Y SEWERS. PUMP STATIONS. AND FORCE MAINS PAGE
z
0
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 VVater Quality
regional office. (see instructions for addresses) OP 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.
lZ A Stream Classification is not needed because the design does not dependoeoena 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 cross-reference) Waterbody County River Basin Index Classification
Biscayne Drive Afton Run Cabarrus Yadkin 13-17-6-6 C
C. STREAM
Submit the 8.5" x 11 COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Cetficationt
I„ Wilmer Melton, Dir. Public Works, attest that this application for Biscayne Dr. Water. Sewer & Street
Improvements .has been reviewed by me and is accurate and comp/ere to the hest 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 incompiete, Note: in accordance
with North Carolina General Statutes 143.215,5A and 143-215,6a any person who knowingly makes any faise
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include
a fine not to 4reed $10.000 ell ° scivil penalties up to $25.000 per violation.
la.
gning Jffciat 5 _nature
Go 2. Professional Engineer's Certification
0
/02LP-12.3
Date
I attest that this application for Biscayne Dr. Water Sewer & Street Improvements has been reviewed by me
and is accurate, complete and consistent with the information in the engineering plans, calculations. and all other
supporting documentation to the best of my knowledge, I further attest that tc the best of my knowledge the proposed
design has been prepared in accordance withthe applicable regulations, Gravity Sewer Minimum ,Design Critena ,for
Gravity Sewers adopted February 12. 1995, 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 !ivith Division guidance,
Although certain portions of this submittal package may have been developed by other professionalsinclusion of these
materials under my signature and seal signifies that have reviewed this matenal and have Judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes /43-215.6A 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 cr. penalties up to $25,000 per violation,
2a. Jeffery D. Moody
Professional Engineer Name
2b. .Alley, Williams, Carmen & Kin no
Engineering Firm
2c. 120 S. Main Street PC Box 1:248
Address
2d Kannapon, 2e, NC 2f28082 .
City State Zip RY 0
3.141100
29, 704-938-1515 2h, 704-938-6810
Telephone
Facsimile
14.0.8
.••
2i, Jmoociy@,awck.corn
E-mail Seal Signature & Date
1 FA 02 03 - Rev. Uh 03

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
November 17, 2003
Mr, Jeff Moody, P.E.
Kannapolis City Engineer
clo Alley, Williams, Carmen & King
P.O. Box 1248
Kannapolis, NC 28082
Subject: Flow Acceptance
Biscayne Drive Sewer Improvements
(,.)ffice: 2.32 '.'„)avidson Hvvy,
I Concord, NC 28027
Mali to: P.O. Box 48
Concord, NC: 2802641428
Phonc 704.786.'r 783
Fax, 704.795,1564
Dear Mr. Moody:
This is in response to the City's request for flow acceptance received 11/5/03. The Water
and Sewer Authority of C'abarrus County (WSACC) has or currently expects to be able to make
available capacity at the Rock River Wastewater Treatment Plant and appropriate sewer
interceptors to transport and treat the domestic wastewater from this proposed commercial
development.. WSACC agrees to accept wastewater from the proposed commercial development
based on the information provided by Alley, Williams, Carmen & King, Inc. (Engineer for the
Project) using North Carolina Department of Environment. and Natural Resources (NCDENR)
wastewater flow guidelines. The projected flow is 17,200 gpd; however WSACC expects the actual
wastewater flow to more closely approximate 13,760 gpd based upon Master Plan 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 17,200 gpd and cost of S8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess 01'8139,767.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 1,935,658 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
84,825 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances WSACC has committed capacity valued in excess of $15,729,156 for the City of
Kannapolis since 1992 including S689,287 for this calendar year.
Downstream facilities from the proposed project are scheduled in WSACC's current Capital
:Improvement Program (CLP) to increase available capacity. :Projects on the GIP are subject to
approval by 'WSACC's Board of Directors, support from local governing bodies, regulatory.
approval, and funding availability. The following schedule of CEP projects, is tentative and may be
delayed by unforeseen circumstances:

City of Kannapolis
Biscayne Drive aew
November 17, 2003
Page of
r iproVeniantii
Lower Coddle Creek Interceptor paral1 1 relief seScheduled c inp etioii date: 2009,
Rocky Rive rWastewater Treatment Plant Phase II rrl rad . Scheduled completion date: 00
Please tote that if construction of this project is not started Vsione year of the date of tl i
approval, the approval is rescinded and a second request and approva
notify WSACC in writing when construction of this project is initiated.
If you have any questions, please call is at 71-- 173.
cc: WSACC Statf
Michael Mahaney, p17.,''t:it A
Wilmer MeltoniKannapolis
Sincerely,
John C. Murdock, III
E ccuti c Director
be required. Please

Map
Kmn $&
?5mmueQuadrangle
Location a af!!r DA»e Sewer
hitp://gis.enr,state ‘,usltopoviewer spdmjsp
Page 1 ot1
10 2003

aw
OK
November 26, 2003
'c
NC Dept of Environment & Natural Resources
Div of Water Quality
Mooresville Regional Office
919 N Main Street:
Mooresville, NC: 2811.5
Re: City of Kannapolis
Biscayne Drive Water, Sewer & Street Improvements
Cabarrus County
Dear Sir or Madam:
ATE
03516
DEC 0 1 2003
ECTIO
Please find attached for review and approval the original and one copy of the permit application,
the flow acceptance 'letter, a color copy of the USES Quadrangle, and the processing fee of
S400.00. 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 December, 1995, for review and approval. This project will be
installed in accordance with the Water & Sewer Authority of Cabarrus County Standard
Specifications.
This project consists of the installation of approximately 2,138 LF of 8" PVC SDR35 Gravity
Flow Sewer Pipe. The projected sewer flow to be discharged is 0,0172 MGD.
The system rvill be operated and maintained by the City of Kannapolis. Please call. me at
704-938-1515 if you have any questions.
Sincerely,
ALLEY, WILLIAMS, CARMEN & KING, INC.
0351 6S cwerperin Li OC
1.20 South Maln P.C). Box 1248 K;;innapc01s, .,41,g01(.2arc.Arla 28082
ref_ [phone] t Fax - (70,1) 938-6810 awck , corn
T3 B11"4.111)

12/09/03
Permit Number
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
002
Permit Tracking Slip
Status Pr©iect Type
In review New Project
Primary Reviewer
sonja.williams
Permitted Flow
17200
Facility
Version
Permit Contact Affiliation
Facility Name
Biscayne Drive Water, Sewer & Street
Improvements
Location Address
Owner
Owner Name
City of Kenna p alis
Dates/Events
Ono Issue
Apo Received
12/©1 /03
Regulated Activities
Commercial or industrial, other
Wastewater collection
Outfall NULL
Waterbody Name
Major/Minor Region
Minor Mooresville
County
Cabarrus
F-acilitb Contact Affiliation
Scheduled
ed Issuance
Owner Type
Government - Municipal
Owner Affiliation
Melvin Rape
Post Office Box 1199
Kannapoiis
Public Notice Issue
Permit Classification
NC 28082
Effective
i2 iG zr2o 3
Requested/Received Events
Addition ai srsfrtation requested
Stream Index Number
Additional
Expiration
Current Class Subbasin

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