WQ0029409_Regional Office Historical File Pre 2018

Michael F. Easley„
v
illiam G. Ross Jr.. Seca to y
North Carolina. Department of Environment and Natural Resources
Alan W. Klimek, P.E, Director
Division of Water Quality
October 13, 2005
Mr. Wilmer Melton, Director of Public Works
City of Kannapolis
1401 Bethpage Rd.
Kannapolis, NC 28081
Subject: Permit No. WQ0029409
The Villages at Kellswater Bridge, Phase 1 B
City of Kannapolis
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr, Melton:
In accordance with your application received on September 29, 2005, we are forwarding
herewith Permit No. WQ0029409, dated October 13, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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: (7
Internet: h2o.enr.state.nc.us Customer Service: 1-877.623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
6
i040

Mr. Wilmer Mellon
Page 2
October 13, 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 7,428 linearfeet
of 8-inch gravity sewer as part of The Villages at Kellswater Bridge, Phase 1 B project, and the
discharge of 73,440 gallons per day of collected domestic wastewater into the Water and Sewer
Authority of Cabarrus County existing sewerage system, pursuant to the application received
September 15, 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 156E 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 Bro
663-1699.
Sincerely,
/), /2 6:
for Alan W. Klimek, P.E.
er a
cc: Cabarrus County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036269)
Steve Wilson, DPR Associates, Inc,
Surface Water Protection Central Files
Marie Doklovic, PERCS
7

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 §143-215.1 C.

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 form. 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,

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
[phone]. 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), wtthin 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,
Permit issued this the 13th day of October, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/26 /44Am_,
for A an W. Klimek: P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commssion
Permit Number WQ0029409

Fast Track Engineering Certification
Permit No, WQ0029409
October 13, 2005
Complete and submit this form to the permit issuing regional office with the fall©wing:
• 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
© Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, © weekly, Q full time) the construction of The Village at Kellswater
Bridge, Phase 1 B, 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 Perrrmittee to appropriate
enforcement actions.

C,[.. APPLICA.TI.ON for G
S "W ERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
City of Kannapolis
Full Legal Name (company, municipality, BOA, utility, etc.)
z lb. Wilmer Melton, III - Director of Public Works
0
LL
z
Application Number
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H ,0206(b) for authorized signing of icials9)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal Municipality ❑ State/County ❑ Private Partnership 0 Corporation 0 Other (specify):
id. 1401 Bethpage Rd,
Mailing Address
NC
State
704-920-4200
Telephone
2. Project (Facility) Information:
2a, The Villa at K
Brief Project Name
3. Contact Person:
3a, Steven S. Wilson, Design Engineer
704-920-4244
Facsimile
idee. Pha
name
Kenna r lis
City
ig. 28081
Zip Code
[e-mail],nc.us
2b. Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Ouestarrns About this Application
3b. 704-332-1204
Phone Number
3c. [e-mail]
E-mail
1. Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this penmit application - do not
project )- ._..,ndB1 that has already _ been included in the original permit.
duplicate project information in B(i) and B(1 @-11) that has be _�.
2. Owner is Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Water & Sewer Authority of Cabarrus County (WASACC)
❑ Public Utility (Instruction III)
El Homeowner Assoc./Developer (Ins
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Rock River Regional Wastewater Treatment Plant
Name of
5a. �s a4t�tlt Fad W t 5b. !
Gravity
Owner of Downstream Sewer !Receiving Sewer Size❑ Force Main
The origin of tip waste
water is (check all that apply).
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
Ej School
El Restaurant
• Office
7, Volume of wastewater to be allocated for this particular project: 73,440 gallons per day
*Do not include previously permitted allocations
6. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
Di Rehabilitation or replacement of existing sewer with no new flow expected
4b. NC0036269
n lV;
WWTF Permit No.
Q oa
Permit. Number of Downstream Sewer
Car Wash
❑ Institution
❑ Hospital
❑ Church.
❑ Nursing Home
Ej Other (specify):
% Domestic/Commercial
% Industrial
% Other (specify):

0
z
0 Location ID
z
(self chosen - as shown on Design Flow Operational Poin
plans for cross-reference) (MGD) GPM @ TDH
CK APPLICATION
G
SEWERS, PUMP STATIONS, A'.. FORCEMAINS
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 .Q219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3),
153 lots x 4BR per lot x 120 GPD per bedroom = 73,440 GPD (65 Phase 1 B lots accounted for in Phase 1A)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 7428
ENTER TOTAL LINE LENGTH IN MILES1.41
Summary of Pump Stations to be Permitted (attach additional sheets as necessary) N/A
Gravity or Force Main
use the pull down menu)
Gravity
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3
portable generator wfte
g lemetry; 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 .a200 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
Have the following permits/certifications been submitted for approva.
Wetland/Stream Crossings - General Permit
Sedimentation and Erosion Control Plan?
Stormwater?
14„ Does this project involve aerial lines or siphons? NO
401 Certification? El Yes ❑ No ❑ N/A
® Yes ❑ No ❑ NIA
Yes ❑ No ❑ NIA
These lines will be considered high pri
ty and must be checked once every six months

ACK APPLICATION for GRAVITY SEWERS,
P STATIONS, AND FORCE MAINS PAGE 5
0
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 Water Quality
regional office (see instructions for addresses) OR indicate the following.
Ei 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
1 Irish Buffalo Creek
la.
Signing Official Signature
Professional Engineer's Certification:
County
Cabarrus
Waterbody Stream Waterbody
River Basin Index Classification
Yadkin 13-17-9-(2)
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, Wilmer Melton, 111, Dir. Public Works, attest that this application for The Village at Village at Kellswater Bridge
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 143-215,6B, any person who knowingly makes any false statement, representation, orl
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10.000 I
s civil penalties up to $25,000 per violation. 1
Date
1 attest that this application for The Village at Kellswater Bndge Phase 1B has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance, Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design, Note: In
accordance with NC General Statutes 143-215.6A and 143-215.5B, 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. Steven S. Wilson, PE
Professional Engineer Name
2b, DPR Associates, Inc.
Engineering Firm
2c. 420 Hawthorne Lane
Mailing Address
2d, Charlotte
City
2g. 704-332-1204 2h, 704-332-1210 2i. sswilson@dprassociates,net
Telephone Facsimile E-mail
Seal, Signature 8. Date
2e, NC 2f, 28204
State Zip
'Ir.*, ON 4 .+"

Central Flies : APSSWP___
10/1'3/05
Permit Number 'lWQ0029409 Permit Tracking Shp
Program Category
Non -discharge
Status Project Type
In review New Project
Permit. Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
73440
Facility Name
The Village at Kellswat:r Bridge, Phase 1 B
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Central
Location Address County
Facility Contact Affiliation
Owner
Owner Name Owner Type
City of Kannapolis Government - Municipal
OatesLvents
Orig Issue
App Received
09/29/05
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Scheduled
Draft Initiated Issuance
Owner Affiliation
Melvin
PO Box 1199
Kannapolis
Public Notice Issue
Rape, PE
Additional information requested
Additional information received
NC 280811199
Effective
Expiration
Waterbody Name
Stream Index Number Current Chess Subbasin

WATER BRIDGE DEVELOPMENT
p.O, sox 187 '7,71c
KANNAPOUS NC 25082

KANN)6,,POLIS
September '27, '7005
NC Div of Environmental Management
Department of Environment and Natural Resources — Division of Water Quality
610 East Center Drive, Suite 301
Mooresville, North Carolina 28115
Re: Kellswater Bridge Sewer Extension — Phase 1 B
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
SEP 2 9 2005
NC DEFT. OF VGIRONMENT
ANO NtTJLREFOURCES
0OREVOLLE REBV:i1AL °FRU
04501-32
Please find attached for your review and approval the original and one copy of the permit
application and a check for $400.00 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 1.1, 1993 and are being maintained
by the Division of Environmental Management. New Water & Sewer Authority ofCabarrus
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,
Sincerely,
Stephen J. t§ ssinger, PE
Assistant City Engineer
04501-32 Kelswater Ph 1B sewer permitietter%doc
CI T Y OF K A N N A POI, IS
Enp,ineering Department 1704,938.1519 F 704,938:6810
PA), Box 1248 Kannapoiis, .NC 28082-12,18 120 S. Main St, Kannapolis, NC 28081

Office: 2.32 Davidson Hwy.
Concord, NC 28027
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
September 23, 2005
Mr. Michael Legg
City Manager
City of Kannapolis
PC Box 1199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance
Kellswater Bridge Sewer Extension — Phase 1B
Mail to: P.O. Box 428
Concord, NC 28026-0428
Phone: 704.786,1783
Fax: [phone]
Dear Mr. Legg:
This is in response to the City's request for flow acceptance received 9/14/05. 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 project. WSACC agrees to
accept wastewater for the subject project, which will consist of 153 residential lots. This is based
on the information provided by DPR Associates, Inc. (Engineer for the Project) using North
Carolina Department of Enviroiunent and Natural. Resources (NCDENR) wastewater flow
guidelines. The projected flow is 73,440 gpd; however WSACC expects the actual wastewater flow
to more closely approximate 51,000 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 73,440 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $596,773.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 2,416,726 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
237,927 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $19,638,315 for the City of
Kannapolis since 1992 including $1,933,394 for this calendar year.
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from
local governing bodies, regulatory approval, and funding availability. At this time there are no
scheduled upgrades to WSACC facilities in the current six year Capital Improvement Program
(CIP) that are located downstream of this proposed project. It should be noted that the list and
schedule of CIP projects are tentative and are revised periodically to reflect changing conditions
and needs.

City of Kannapolis
Kellswater Bridge - Phase 1 f3
September 23, 2005
Page 2 of 2
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 constmetion of this project is initiated.
If you have any questions, please call me at 704-786-1783,
cc: WSACC Engineering Staff
Sincerely,
Van Rowell, P,E.
Utility Systems Engineer
Mr, Jeff Moody, P.E./Kannapolis City Engineer
Wilmer Melton/Kannapolis
Steve Wilson, PE! DPR Associates

!Irrir.-
FastTrack Engneerinq C>artiitcatfprt
Permit No, WQ0029409
October 13, 2005
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 protect
• 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 de is n 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
11 Partial j Final
I, Patrick Murphy, P.E. as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe ( ;i periodically, El weekly, El full time) the construction of The Village at Kellswater
Bridge, Phase 1 B, Cabarrus County project for the Perr ittee 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'
inimum De
si9n Criteria adopted February
ebruaryapplicable;12, 1996 as ._.
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:
(Certification is for Lot 2-208 thru 2-236)
SEND THIS FORM & SUPPORTING DOCUMENTATION
TH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUiTE 301
MOORESViLLE NC 28115
The Permittking all partial certifications up until a final certification Is received. Any.
wastewater flow made tributary to the wastewater collection system extension prior to conpiatr+ n of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
July 5, 2007
Mr. Michael Legg
City Manager
City ofKannapolis
PO Box 1199
Kannapolis, NC 28082-1199
r,
Subject: Flow Acceptance
Kellswater Bridge Subdivision Sewer Extension Phase 2A
Dear Mr. Le
Office: 212 Davidson Hwy,
Concord, NC, 28027
P,O. Box 428
Concoi"d, NC 28026-4428
tone: 704,786.1783
Frc. 744,7951564
This is in response to the City's request for flow acceptance received May 30, 2007. 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 Kellswater Bridge
Subdivision Sewer Extension - Phase 2A project along Donegal Drive near Keady Mill Loop. The
wastewater generated by this project will be conveyed through the City of Kannapolis' existing
gravity system and then enter WSACC's system at the existing 42-inch Irish Buffalo Creek
Interceptor. WSACC agrees to accept wastewater from the proposed project, which will include 23
single family residential lots. This is based on the information provided by DPR Associates. Inc.
(Engineer for the Project) using North Carolina Department of Environment and Natural Resources
(NCDENR) wastewater flow guidelines. The projected flow is 11,040 gpd; however WSACC
expects the actual wastewater flow to more closely approximate 8,280 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 11,040 gpd and cost of $8.126/gpd to provide treatment and transportation
capacity, this flow acceptance represents an estimated capital expenditure in excess of $89,711.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 3,288,948 gallons of flow acceptance for the City of Kannapolis from 1992 to present and
382,921 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $26,725,991 for the City of
Kannapolis since 1992 including $3,111,616 for this calendar year.
Projects on the CtP are subject to approval by WSACC's Board of Directors. support from
local governing bodies, regulatory approval, and funding availability. At this time there are no
scheduled upgrades to WSACC facilities in the current six year Capital Improvement Program (C1P)

Alley, Williams, Carmen & King, Inc.
Post Office Box 1248
120 South Main Street
Kannapolis, North Carolina 28082-1248
Phone [phone] Fax [phone]
To: NCDENR
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU THE FOLLOWING:
Letter of Transmittal
pusPs uPs 0FED-Ex
©OVERNIGHT D%IAND DELIVER
Date: June 23, 2014
Attn: Dee Browder
Job No. 04501-32
Re: The Villages At. Kellswater Bridge Phase 2A
(WQ002940a._
COPIES DATE NO.
DESCRIPTION
Construction Record Drawings Phase 2A
Engineer's Certification Phase 2A
WSACC Flow Acceptance Phase 2A
THESE ARE TRANSMITTED as checked below:
0 For approval 0 Approved as submitted 0 Resubmit copies for approval 0 For signature
® For your use 0 Approved as noted 0 Submit copies for distribution
0 As requested E Returned for corrections 0 Return corrected prints
© See Remarks
REMARKS
Kellswater Phase 2A sewer is a modification to the Phase 1B sewer permit. Phase 1B was permitted under
WQ0029409 and the WSACC sewer flow for Phase 2A was accepted in July of 2007. According to past emails, the
Phase 2A sewer was slated to be added to Phase 1B sewer with a permit modification, when the project was
completed and the certification and record drawings were provided. Please let me know if other submittals are
required for this sewer modification. My number is 704-938-1519.
cc: Wendy Patterson — Public Works
G:lkvordltYsW45O1 Genera11O4501-32;Cells
ater Ph2A sewer as built trans doe