WQ0034430_Regional Office Historical File Pre 2018

Ai
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
November 5, 2009
City of Kannapolis
Mr, Wilmer Melton, Ill Director of Public Works
1401 Bethpage Road
Kannapolis, NC 28081
Subject: Permit No. WQ0034430
The Farm at Riverpointe, Phase 3A
Wastewater Collection System
Cabarrus County, North Carolina
Dear Mr, Melton,
In accordance with your application received on October 29, 2009, we are forwarding herewith
Permit No. VVQ0034430 dated November 5, 2009, 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rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter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 2T ,0403 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 2T; 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
Location: 610 East Cnter Ave, Suite 301 Ililooresville, NC 28115
Phone: [phone]; Fa [phone] \ Customer Service: 1-877-523-6745
Internet:. www.novvaternuality.,..gi:g
" (me
N(741.1.1Carolitia

'Alrner Melton
ace n
Novernher5, 2039
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 Water and Sewer Authority of Cabarrus County (WSACC) for the construction and
operation of approximately 865 linear feet of 8-inch gravity sewer, and the discharge of 2,880 gallons
per day of collected domestic wastewater into Rocky River Regional WWTP existing sewerage system
pursuant to the application received October 29, 2009, and in conformity with 15A NCAC 2T, 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 Rocky River
Regional Wastewater Treatment Facility VWITP (NPDES No.NC0036269) prior to being discharged
into the receiving stream,
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Water and Sewer Authority of Cabarrus County
(WSACC). The (WSACC) must utilize whatever tracking tools necessary for planning additions
of sewer flow in order to maintain compliance with the WWTP permitted limits and the
WQCS00009 permit requirements.
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 Mr, Samar Bou-
Ghazale at [phone],
Sincerely,
H. Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central Files
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:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; 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 respec
application and other supporting data.
0
e nature and volume of wastes described in the
The wastewater collection facilities shall be properly maintained and operated at all tunes. The
Permittee shall maintain compliance with an individual systemwide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T :0403 if an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.©403:
a The sewer system shall be effectively maintained and operated at all tirnes 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 26 ;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 §143-215.1 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 invelved„ 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.
Per 15A NCAC 2T .0116, 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 fie by the Permittee for the ife
of the wastewater collection facilities.
8 Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T, 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 a.pplicable, 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.
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 Perrnittee 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 28 ,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 28 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 •usiness hours may also be
reported to the Division of Emergency Management at telephone number (3 3) - 3 8 or
(919) 733-330 , Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form S-SS (or the most current Division approved form), within five days
following: first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part Il of Form SS-S (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 5t day of November 2009,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COM ISSI I
gfor® Coleen H Sullins, Director
Division of Water Quality
By Authority of the Environmentai anagerraent Corn
Perm u b r ' Q003 t

Fast Track En ineerinq Certification
Permit No, WQ0034430
November 5, 2009
The Farm at Riverpointe, Phase 3A
VVASAC
P.O. Box 428
Concord, NC 2802
R. Daniel Latta„P,E,.
Stantec Consulting Services, Inc,
2127 Ayrsley Town Blvd., Suite 300
Charlotte, NC 28273
Complete and submit thisform to the permit issuing regional office with the foHowing
• 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 porta.ble
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 sresutinncoohance withthis 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
oi Partial L.-3 Final
, as a duly registered Professional Engineer in the State of North Cardin , having been
authorized to observe (o periodically, o weekly, o full time) the construction of The Farm at Riverpointe-Ph.ase 31\
collection Sewer System, a 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 2TT, the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12., 19.96 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 f nal oerbficaton s receiv'ed. 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility„ etc.)
1b. Wilmer Melton, III, Director of Public Works
Application Number:
(to be corpieted by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing o
lc. The legal entity who will own this system is:
El CI Federal Municipality ❑ St a /County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1401 Bethpage Rd ie. Kannapolis
ailing Address
3b, 704-329-0900
Phone Number
to
City
NC 1g. 28081
State Zip Code
1h. 704-920-4200 ti. tj. wmeltonci,kannapolis,nc.uc
Telephone Fa 'le
2, Project (Pecs! itt) Information:
2a. The Farm at Riv
me — Phase 3A
Brief Project Name (permit will refer to this name)
Contact Person:
R. Daniel Latta, PE, Stantec Consulting Services
2b. Cabarr
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3c. [e-mail]
E-mail
Project is l New [ Modification (of an existing permit) If Modification, Perrnit No.:
Owner is ® Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Private (go to Item 2(a))
2b.If sold, facilities owned by a (must ch
• Retaining Ownership (i.e. store, church, single office, etc.) o
❑ Leasing units (lots, townhomes„ etc. - skip to item B(3))
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
Owner of
Rock
us Coun
astewater Treatment Facility (i` WTF) Treating Wastewater From This Pro
River Regional Wastewater Treatment Plant 4b, NCO° 6269
se one
El Public Utility (Instruction C)
El Homeowner Assoc./Developer (Instruction ©)
Name of WWTF
5a. KAN 1,4 APo L 3 5b. ,m Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Horne Park
❑ School
❑ Restaurant
❑ Office
WWTF Permit No.
Pe
Retail (Stores, shopping cen
0 Institution
0 Hospital
O Church
O Nursing Home
❑ Other (specify):
s)
Downstream Sewer (instruction E
too % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 2,880 gallons per day
*Do not Include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)

z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater usei
data in accordance with 15A NCAC 2T .0114 (f). 8 single family dwelling units at 360 gal/day per dwelling unit (3 bedrooms 1
per unit) = 2,880 gallons per day.
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
865
New Gravity or Additiona
Force Main
Gravity
ummary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID r`-1
(self chosen -as shown on plans/map for refer
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plan for reference
Design Flow Power Reliability Option
(MGD) Operational Painf 1 - permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator wIMTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
LI Yes II1 No If Yes, permit number of 2`d treatment facility
(RO — if `yes" to B,12 please contact the Central Office PE,RCS Unit)
13. 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 Chapter 2T as
applicable?
Yes fl 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
FTA 12r"f17 ver2

WPM
LL
14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? D Yes El No N/A
Sedimentation and Erosion Control Plan? 4 Yes 0 No 0 N/A
Yes 0 No 1:1NM
Stormwater?
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)'? These lines will be considered high priority and must be checked once every six months
Check if Yes: and provide details
1. Owner/Perrnittee's Certification: (Signature of Signing Official and Project Name)
1, Wilmer Melton, Ill, Director of Pubic Works, attest that this application for th.;
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, 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 Officiai Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
Date
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITYI
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, R. Daniel Latta, PE, attest that this application for The Farrn at Riverpointe — Phase 3A has been reviewed by me and
is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application 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. R. Daniel Latta, PE
Professional Engineer Name
2b. Stantec Consulting Services Inc.
Engineering Firm
2c. 2iyyjownBd,Suite
Mailing Address
2d. Charlotte 2e. NC 2f, 28273
City State Zip
2g. 704.329.0900 2h. 704.329.0905 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal, Signature & Date
FTA12/07,yer2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -I 0/07)
OURISDICTR. N USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
OCity of Concord
City of Kannapolts
['Town of Harrisburg
OTown of Mt. Pleasant
ElCharlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit:
Name: The Farm Riverpointe Phase.3A
Description: _Approximately 865 feet of 8-inch_gravitv sewer to serve the proposed Phase 3A development of the
Farm (iIt2 Riverpointe.
What is the quantity of flow that will be discharged? 2,880 GPD
Flow type:
[2] Domestic 100 % El Commercial 0 %Lj industrial "/0
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to he impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for .the pump station but are not yet
tributary.)
Pump Station Name:
Approx. Current Avg,
Daily Flow, MG1
Approx. Capacity,
MGD
(Firm/Design)
Section IL Jurisdiction's Certification Statement:
1. Wilmer 'Melton III , certify that, to the best of my knowledge, the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC
interceptor and that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving WSACC
interceptor, This analysis has been preformed in accordance with local established policies and
procedures using the best availabledata, This certification applies to those items listed above in Section
for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signatur4--this form indi -s acptance of this wastewater flow,
Jurisdiction's Signing Signature
Revision Date:. 02/03104

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE - I 0/07)
(WSA(:C USE ONLN) The Farm @, River Pointe SS Ext. Phase 3A Project
Section 1. Name of wastewater treatment facility (WVVIF) receiving wastewater:
Rock?,, River Wastewater Treatment Facility — Permit No: NO1036269
n Muddy Creek Wastewater Treatment Facility Permit No: NC.0081.621
WWTP thcilitys permitted flow, MGD 24,000
Estimated obligated flow not yet tributary to the WW1.11,.MGD 2.947
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
14.3 (59.6% of permit)
0.003
17.261
71.9%
Section 111, Pump stations along the route from the Jurisdiction's connection pointto the WWTP.
(For each existing pump station to be impacted by this proposed sewer extension project, list eachpump
station name, approximate pump station firm (design) capacity and approximate current average flow.
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
...ower Rocky River IPS
Approx, Capacity., MGD
(FirrivDesign)
37.000
Approx. Current Avg,
Daily Flow, MGD
6.870
Section 111. WSACC Certification Statement:
I, Thomas A. Bach_
, certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been preformed in
accordance with local established policies and procedures using the best available data, This certification
applies to those items listed above in Section I and Section 11 for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
waslLwater
1/15.4 CC 's Signing Otjiciai Signature
.Rovisitm Date: t12:07.414

CORNELIUS, NC
35080-D7-TF-024

{,.`' SEWER ,i
C BARRUS (
Mr. Michael 1cg
Ma meet
-Karma
armalae lis
x 1 199
NC 2$0$2
Subje
TY,
C)ctoher 22. 2009
f Icarv' c ecptanee
The Farm at River Pointe — Phase 3A Sewer Extension
aofse to the City's request
O.µt203 232 Lim idio i+42.
acceptance receiv=.edd October 20. 2009. "fh
:y of Caharr us County (\VSACC) has or currently expects to be able to
make pocky; River Regional Wastewater Treatment Plant and appropriate
sewer iaaterc l tears to transport and treat the vv"astevw°atea licaan tlae proposed 1aro.jeet named The Farm
at River Pointe _ Phase 3A Sewer Extension, The wastewater generated by this
conv°eyed throta la the City of Kannapolis' existin and proposed rgravtiity° s
devreloprraent lead then enter \VSACC's system tat the existing 36-inch Rocky River lntcree
W S"C
wastewater flower to more closet
v,.
.roposed project. which will consist of R
is is laaasod on etas iaatiaan action tar°c v°ieled by Stantec (lll'ngiaaeer f r
g Noa'tla C"tarolira Department of hnvirannieni lied Natural Resources (NCDENR)
ovv guidelines. "flee projected flow is 2.880 gpd; however WSACC expects the actual
ate 2.000 gpd based upon Master Plan engineering data.
Kannapolis acknowledges that WSACC may
aaceoniniodaate the increased hove volume
ate design and construction will be initiated
lea t WSACC does not expect or control.
cavide treatment and transportation
wnditure in excess of$2 403.
construct
nd previous ilevv° ; ccepttar
vs dictate but nay be subject
of 2,$$0 gpd and cost of S8.126°
.eptanee represenfs tare estimtated caapi
:l based upon NCI)I:NR. wastewater flow guidelines, \VSACC has
approved 4(fCl=1 2 gallons of -low acceptance for the City of Kannapolis from 1992 to present and
285.854 gallons of glove acceptance year-to-date ia-elnding this request. Based upon the approved
hove acceptances, " SAC(' has comas itte l caapacityr v"clued in excess or $ +3..025,299 for the Cite" of
Kannapolis since 1992 inelucliaa , S2, }22,850 for this calendar year.
Downstream facilities fr
proposed project are scheduled in "SAC;C"s e
Capital laaalat°cav°eaatcn t Program (t.1P) to increase available capacity. Projects on the C
to aapproval lay° \VSACC"s Board of 1)irectors,. support front local
approval, and l"tanding availability. The lollowiaag s "hedule or CIP pa
delayed by unl'iaresecta circumstances:

City of Kenna lis
The Farm at River Pointe — Ph 3A Sewer Ext,
October 22, 2009
Page 2 of 2
Kings Gr t Rocky River Parallel Interceptor. Scheduled completion date: 2010
Please note it 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 const tion of this project is initiated.
If you have any questions, pi- se call me at 704-786-1783.
Sincerely,
Thomas A. Bach, PE.
Utility Systems Engineer
cc: WSACC Engineering Staff
Steve Bissinger, P.EiK apolis Assistant City Engineer
Wilmer MeltoniKannapolis
Daniel Latta, P.E./Stantec

October 27, 2009 02501-65
NC Div of Environmental Management
Department of Environment and Natural. Resources -- D
610 East Center Drive, Suite 301
Mooresville, North Carolina 2811.5
Re: The Farm ,'r17 Riverpointe Phase 3A
Sewer Extension.
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
of Water Quality
Please find attached for your review and approval the original and one copy of thepermit
application and a check for S480.00 for the processing fee for the above reference project, Also
enclosed is the flow acceptance letter from the Water & Sewer Authority of Ca.barrus 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 and are being maintained by the Division of
EnvironmentalManagement. 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. Bissinger, PE
Assistant City Engineer
02501-65 Riverpointe 3A sewer perrnit Ietter,doc
T Y 0 F L.
tug Department T 704..938.1v 19 F 704.938.6810
Kannapolis. NC 28082-1218 120 S. Main St. Karinapolis, NC 28081

Central Files: APS SWP
11/05/09
Permit Number WQ0034430 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1 00 individual
Extensions
Primary Reviewer
samar bou-ghazale
Coastal SW Rule
Permitted Flow
2880
Facility Name
The Farm at Riverpointe - Phase 3A
Location Address
Qwner
Owner Name
City of Kannapolis
Dates/Events
Orig Issue
11 /05/09
App Received Draft Initiated
10/29/09
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Scheduled
issuance
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton III
DIR PUBLIC WORKS
PO Box 1199
Kannapolis NC 280811199
Public Notice Issue Effective
11105/09 11 /05/09
ElquestecyReceive0 Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

GREG'S CONSTRUCTION INC.
1012 KINGS GRANT WAY
MATTHEWS, NC 28104•6,301
PAY
TO THE
ORDER OF
t
BankafAmera
0809
00 LD L, it 1:0 53000 1196': 23701,535616
GFr—IAi5::1•0 r
LARS m ,

Ailey, 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:
COPIES
DATE
Letter of Transmittal
Elusps UPS DEED -EX
DOVERNIGHT LHAND DELIVER
Date: January 27, 2010
Attn: Dee B owde
Job No. 02501-65
Re: The Farm @ Riverpointe Phase 3A
(WQ0034430)
Construction Record Drawings
DESCRIPTION
Engineer's Certification
THESE ARE TRANSMITTED as checked below:
El For approval
For your use
D As requested
[1] See Remarks
REMARKS
El Approved as submitted
El Approved as noted
El Returned for corrections
Resubmit
Submit
Return
JAN 2
copies for approval ID For signature
copies for distribution
corrected prints
4
St n Bi , PE
cc: Wendy Patterson — Public Works
G:\worri1trsO25O1 Genera/10250/-65 RP ph 3A sewer as built transtdoc

Fast Tack Engjneerinc{ Certi
Permit No, WQ0034430
November 5, 2009
The Farm at Riverpointe, Phase 3A
WASAC
P.C. Box 428
Concord, NC 28026
ation
R. Daniel Latta,P.E.
Stantec Consulting Services, Inc.
2127 Ayrsley Town Blvd., Suite 3©
Charlotte, NC 28273
Complete and submit this form to the permit issuing regional office with the foliowing:
• 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
o Partial, Final
.1 +'rribS��7� �r as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, o weekly, o full time) the construction of The Farm at Riverpointe-Phase 3A
collection Sewer System, a 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 2T; 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
14 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,