WQ0033706_Regional Office Historical File Pre 2018

Nor111 t...'
January 8, 2009
City of Kannapolis
Mr. Wilmer Melton III, Director Public Works
1401 Bethpage Road
Kannapolis, NC 28081
1 illram 1:7. Ross Jr.
t rand %mural Res ,urces
vyi.tis3In
Subject: Permit No. WQ0033796
The Grand in Kannapolis
Wastewater Collection System
Cabarrus County, North Carolina
Dear Mr. Melton,
In accordance with your application received on December 23, 2008, we are forwarding
herewith Permit No. WQ0033706 dated January 8, 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until rescinded, and shall be subject to the conditions and limitations as specified therein, This cover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.
Mailing cldress
Muu esvil1c, NC 28115
Phone t''04) 663.1699
Suite 301 F 3.''114-6040
gtialittf.org
?n Equal Opportunity'Atithrrra
Location
C)tt Rasl Csntet ysr.nue gusto *tit
S1,',jres,viile., Nurlh Caraol1na
('ust(merService 1-877-623-6748
fi Employer — 50N Recycled/10% Post Consumer Paper

trir , Mr Mebn
Page 2
January 8, 2009
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 2,134 linear feet
of 8-inch PVC (onsite) gravity sewer, and approximately 1,745 linear feet 8-inch DIP (offsite) gravity
sewer and the discharge of 62,640 gallons per day of collected domestic wastewater into the Water and
Sewer Authority of Cabarrus County existing sewerage system pursuant to the application received
December 23, 2008, 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
Wastewater Treatment Facility WWTF (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 City of Kannapolis. The City of Kannapolis must
utilize whatever tracking tools necessary for planning additions of sewer flow in order to
maintain compliance with the WWTP permitted limits and the WQCS00327 permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of WSACC. 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 WQS00009 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,
3
4etToleen1-1, Sullins, Direct:17
cc: Mooresville Regional Office, Collection System Perrnit Files
William Hall, Hall Engineering, Inc.
T. Bach, WSACC
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:
1. 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 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 2T .0403, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
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 2E3 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 Carol na General Statute §143-215,1C

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 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 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 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 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 (800) 3 3- 3 8 or
(919) 73 -33 0. Persons reporting any ofthe above occurrences shall file a spill report by
completing Pahl of Form - (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 li of Form S- (or the most
current Division approved form) can also be completed to show that the 990 was beyond
control:
Permit issued this the 3' ` day of January 2009
NORTH AR LINA ENVIRONMENTAL MANAGE N1 1` IlSSION
CcDire
i iiofl of Water Quality
By Authority of the Environr-nental liana eent
Per it *"' a bin Vi/Q0033706
sion

Fast Track Enoineerin
Permit No WQ0033706
January 8 2009
The Grand in Kannapolis
Owner/WQCS
Mr Wilmer Melton III
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Certification
WWTP'WQCS
Thomas Bach
WSACC
PO Box 428
Concord, NC 28025
William David Hall, P,E
Hall Engineering, Inc,
P,0 Box 8160
N,C. 29601
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 ail
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ( periodically, El weekly, D full time) the construction of the Grand in Kannapolis, 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 21-; 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 Engineers
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

SE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la City of Kannapolis
Full Legal Name (company, municipality, HOA, utility etc.)
1 b, Wilmer Melton, ill - Director of public Works
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) for authorized signing officials!)
c. The legal entity who will own this system is:
El Individual El Federal Municipality 0 State/County El Private Partnership Li Corporation El Other (specify)'
0 ld. 1401 Beth a e Rd.
Mailing Address
lf, NC
Z State
1—
z
0
0
z
u..
w
2
Q.
1h. [phone] 1 i. [phone]
Telephone Facsimile
2. Project (Facility) Information:
2a. The Grand in Kannapolis
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a Charles Sonnier - Engineer at Hall Engineering
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. ._(8_64) 370-1560 3c. charles@hallengineering:pet
Phone Number E-mail
1. Project is El New 0 Modification (of an existing permit) If Modification, Permit No,:
le Kannapolis
City
lg. 28081
Zip Code
1j. [e-mail]
E-mail
2b, Cabarrus
County Where Project is Located
2. Owner is Public (skip to Item B(3))
2a. If private, applicant will be.
E] Retaining Ownership (i.e. store, church, single office, etc) or
EI Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
El Public Utility (Instruction C)
El Homeowner Assoc./Developer (Instruction D)
3. Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WIVTF) Treating Wastewater From This Project
4a. Rocky River Regipnal Wastewater Treatment Plant 4b. NC0036269
Name of WWTF WWTF Permit No.
5a. City of Kannapolis 5b, Gravity 5c,
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
6. The origin of this wastewater is (check all that apply)
0 Residential Subdivision
Apartments/Condominiums
O Mobile Home Park
O School
0 Restaurant
LI Office
Permit # of Downstream Sewer (Instruction E
El Retail (Stores, shopping centers)
El Institution
O Hospital
El Church
0 Nursing Home
O Other (specify),
% DomesticlCommercial
% industrial (attach
description.)
(RO, contact your Regional Office
Pretreatment staff)
% Other (specify):
7, Volume of wastewater to be allocated or permitted for this particular project: 62,640 gallons per day
*Do not include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate whyi
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
FrA I 2/07

z
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 fort.
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 use
data in accordance with 15A NCAC 2T *0114 (f),
(07- Gpc-10 yptil
5Z 2. lit.CX 2..c) ,5 4'Iva
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8PVC (onsite)
8" DIP (offsite)
Length (feet)
2,134
1,745
New Gravity or Additional
Force Main
New Gravity
New Gravity
11, Summary of Pump Stations w! associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID pu,p
Design Flow
(MGD)
(self chosen - as shown on planslmap for reference)
Power Reliability Option
Operational Point
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
0
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Power Reliability Option
Operational Point
1 - permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
ce Pump Station Location ID
LLJ
O. Design Flow
(MGD)
(self chosen - as shown on planslmap for reterence)
Power Reliability Option
Operational Point
1 - permanent generator wIATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
LI Yes Z No If Yes, permit number of 2nl treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS 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?
El Yes LJ 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 TFIE VARIANCE WITH YOUR APPLICATION
FIA12107

"rtg permits/certifications been submitted for approval for the system or project to be served?
nd/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
0 Yes 0 No
eYes Ej No
'es 0 No
NN/A
0 N/A
0 N/A
15. Does this project include any high priority hnes, [see 15A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interforence
manholes)? These lines will be considered high priority and must be checked once every six months
Check if 'Yes: D and provide details
1, Owner/Pernfittee's Certification: (Signature of Signing Official and Project Name)
az_ Ni Et.T0N , attest that this application for —1Tt-kr,,Clatitt)0rJKANN Aft)(--tS 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 am not included, this
application package is subject to being retumed 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,
igning Official Signature
Date
"
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(J) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
0
4:(
(.5
I, \A),mA, Pet tild MU attest that this application for i hi) If (4,--ok on. lica, n,-pj has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plant, 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 other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that l 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 143-21568, 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. VLL.cre\ Oc,..%/4.
Professional Engineer Name
2b.
Engineering Fimi
P o
Mailing Address
2c.
2d.
City
2g. (yoti 310 ISIDO 2h.
Telephone
ee,
2e. 5C, 2f, 2- Lo0
State Zip
), 340 -fool. 2i. krA eikaJeL,
Facsimile. E-mail
44*
NC PE Seal, Signature & Date
FTA.12/01

1111117FIPF,4,\NAT-6) State of North Carolina
‘') Department of Environment and Natural Resources
0 6
ea 7
r Division of Water Quality
H WATERSHED CLASSIFICATION ATTACHMENT
5 -c-
(WSCAS-12/07)
FOR SEWER SYSTEMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at
http //h2o enr.state nc usipercsi
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
/ If the entire project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary, If any portion of the project is within 100 feet of any surface water
or wetlands, this form must be completed for the pertinent sections,
Do not submit this attachment form for review without a corresponding permit application (Form
FTA -12/07) unless requested by the Division.
Any changes to this attachment form will result in the application package being returned,
B. Prepare the attachment form with the requested information for each portion of the project
area that is within 100 feet of a waterbody or wetlands.
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12107 (SEWER SYSTEMS)" to collect the stream classification data, This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office
The same Professional Engineer who certified the permit application form should seal this form,
Different Professional Engineering seals may be accepted from engineers within the same firm.
v/ Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.), The map should have location ID's for each different
waterbody (where the sewer line is within 100 feet of such waterbody) and corresponding
classifications should be recorded.
C. include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at httpl/www.enr state nc.us/htmureqionaloffices.html.
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBM D***
INSTRUC 'IONS FOR FORMWSCA.S-12/07

'FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
it Name
e v
lona' Engineer Name
'A) 1 c, rrl Oc-,4
Location
1D
Name of Waterbodyl
Project Name
Engineering Firm Na
County_
River
Basin
a erbody Stream Waterbody
Index No. Classification
unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief,
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07***
FORM: WSCAS-12/07
Page 1 of 1

KANNAPOL
December 22, 2008
DwQ-surface Water Pr
07501-49
NC Div of Environmental Management
Department of Environment and Natural Resources — Division of Water Quality
610 East Center Drive, Suite 301
'Mooresville, North Carolina 2811.5
Re: The Grand Apartment Complex
SewerExtension
City of Kannapolis - Cabarrus County
Dear Sir or Madam:
Please 'find attach.edfor your review andapproval the original and one copy of the permit
application and a check for $480.00 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 and are being maintained by the Division of
Environmental Management. 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
07501-49 The Grand sewer permit letter,doc
ciTY 0 1 K. A N N A P
Engineering Department 1-70,L938,1519 F 704,9.38.6SW
P.O. Box 1248 Kannapolis. NC 28082-1248 120 S. Main St, Kannapolis, NC 28081.

Approx. Current Avg.
Daily Flow, .MOD
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
LiCity of Concord
City of Kanriapolis
11Town of Harrisburg
[1]Town of Mt, Pleasant
OCharlotte Mecklenburg Utilities
Project Name, Description,. and Number of Lots/Unit:
Name: The Grand in Kannapohs
Description: Approximately 1880 feet of 8-inch lra ityL sewer to serve the proposed apartment complex at
intersection of 'Frinity Chive!) Road and Orphanw Road in the City of Kannapoiis.
What is the quantity of flow thatwill be discharged? 62.640 GPD
Flow type:
Z Domestic 100 "A) L Commercial 0 %E Industrial
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 be 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 purnp 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:
N/A — t\JO Pc)ro ,,,v*r 1405
Approx. Capac
MGD
(Firm/Desigu)
Section It Jurisdiction's Certiflca
ion Statetnent:
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 available data, This certification applies to those items. listed above in Section
for which, to the best of my knowledge, ‘vili not adversely affect the downstream sewer capacity.
Signature of this form indicates acceptance of this wastewater flow.
„Jurisdiction's Signing Official Signtnure
Revision 1 )otti;3 02103,'04
/?7/907oK
Date

)#i : 232 DavidsonHwy,
Concord„ NC 28027
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
December 16, 2008
Mr. Michael Legg.
City Manager
City of Kannapolis
P.O. Box 1.199
Kannapolis, NC 28082-1199
Subject: Flow Acceptance Request
The Grand Apartment Complex - Sewer 'Extension
Mail to: RCI. Box 428
Concord, NC 2'8026-0428
Phone: 704786:176 3
Fax: 704.795, 7564
Dear Mr. Legg:
This is in response to the ityrequest for flow acceptance received December 1() 2008,
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
entitled, "The Grand Apartment Complex - Sewer Extension", located along Trinity Church Road at
the intersection with Orphanage Road in Kannapolis. The wastewater generated by this project will
be conveyed through the City of Kannapolis' proposed and existing gravity system, and then enter
WSACC's system at the following two locations: 1.. `Ithe existing 15-inch Afton Run Interceptor on
the north side of Highway 73 2. The existing 42-inch Irish Buffalo Interceptor north of Orphanage
Road.
WSACC agrees to accept wastewater from the proposed residential development, which will
include approximately 240 apartment units (522 bedrooms). `I°his is based on the information
provided by Hall Engineering, Inc. (Engineer for the Project) using North Carolina. Department of
Environment and Natural Resources (NCDENR) wastewater flow guidelines. The projected flows
are 14,400 gpd and 48,240 gpd for the Afton Run Interceptor and the Irish Buffalo Interceptor,
respectively (62,640 gpd. total); however WSACC expects the actual wastewater flows to more
closely approximate 11,520 gpd and 38,600 gpd for the Afton Run Interceptor and the Irish Buffalo
Interceptor, respectively. (50,120 gpd total), 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 62,640 gpd. and cost of S8.1.261gpd to provide treatment and transportation
capacity, this flows acceptance represents an estimated. capital expenditure in excess of 509,013.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 3,778,298 gallons of flow acceptance for the City. of Kannapolis from 1992 to present and
299,63() gallons of flow acceptance year-to-date including this request. Based upon the approved

n poli
d Apartment Complex _Sev, t,
f eceniber 16, 2008
Page 2 of
flow acceptances, WSACC has committed capacit valued iti excess of 30,702,450 for the City of
Kannapolis since 1992 including 2,434, 3 for this calendar year.
Projects on the CIP are subject to approval by WSACC's Board of Directors, support from
local governing bodies, rc, ulatoryx approval, and funding availability. At this time there are no
scheduled upgrades to WSA((' facilities in the current six year Capital Improvement Program (OP)
that are located downstream of this proposed project. It should be noted that the list and schedule of
CJP projects are tentative and are revised periodically to reflect changing conditions and needs.
Please note that if construction of this project is not started within two " years of the date
of this approval, the approval is rescinded and a second request and approval mill be required.
Please notify WSACC, in writing, when construction of this project is initiated.
1f y°carp h`a e a questions, please call me at 0 -6-17 3.
cc: WS CC Engineering Staff
ff Moody, P.E.IKann polls City Enpir c
er Melto annapolis
all, P1 lfiall Engine in .., Inc,
Sincerely,
Tho as A. Bach, P.E.
Utility Systems Engineer

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(\VSACC USE ONLY) The Grand Apartment Complex SS Ext. Project (Irish
Buffalo Creek Interceptor)
Section I. Name of wastewater treatment facility (\MIT) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit No: NC00.36269
Muddy Creek Wastewater Treatment Facility — Permit. No: NC0081621
TWTP facility's 'Red flow, MGD
Estimated obligated flow not yet tributarytoteWWTP,MGD
WWoi!i'sacta1jaiiav
Total flow for this specific request, MCiD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
24,000
2.623
14860 (62% of permit)
0.048
17,531
73,0',/o
Section fl. Pump stations along the route front the Jurisdiction's connection point to the WWTP.
(For each existing pump station to be 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 .tlows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
RIUMWTP Main PS
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
55,440
_
Section III. WSACC Certification
in tit:
1. 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 II for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
was ater fiow
141".
WSACC"s Signing Oficial . e
Date
Revision Date: 02/03104

I 1
State of North Carolina.
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(WSACC LSE ONLY) The Grand Apartment Complex - SS Ext. Project
(Afton Run Interceptor)
Section I. 'Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit No: NC0036269
Muddy Creek Wastewater Treatment Facility — Permit No: NC0081621
WWTP facility's permitted flow, MGD 24.000
Estimated obli tated flow not (et tributary to the WWTP,MGD 2,623
WWTP facility's actual avg. daily 1iowMGD ,415 60,1% of perm
Total flow for this specific request„MGD 0015
'Total actual and obligated flows to the .facility .MGD 17,053
Percent of permitted flow used
71.1%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(For each existing pomp station to be 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:
-r Rocky River I.PS
Approx. Capacity, MGD Approx, Current Avg.
(Firm/Design)
37,000
Daily Flow, MGD
Section 111, WSACC Certification Statement:
1, Thomas A. f3ach, P.E. , 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 .1 and Section II for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
wastetv ler flow„,,
irzt,
PI/SA CC 's Signing 0 &jai Signature
Date
Revision Date: 02103/04

Permit Number WQ0033706
Central' Files, APS SOP,
01/08/09
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sarnar, bou-ghazale
Permitted Flow
626,40
Facility Name
The Grand in Kannapolis
Location Address
Owner Name
City of Kannapolis
Orig Issue
01/08/09
App Received
12/23/08
Version
1 00
Permit Classification
Individual
Permit Contact Affiliation
Draft Initiated
Scheduled
Issuance
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton, III, DIR PUBLIC
WORKS
PO Box 1199
Kannapolis
Public Notice Issue
01/08/09
Re ulated Activities
Apartment complex Additon informatiofl requested
Condominium
Wastewater coliection
()tidal! NULL
Waterbody Name
Additional Information received
NC 280811199
Effective Expiration
01 /08/09
Stream Index Number Current Class Subbasin

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GREENSBOR©, NC 77408
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10031280
DOLLARS
OFFICIAL CHECK
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DRAWER: CAROLINA BANK
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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:
COPE
DATE NO.
etter of Transmittal
EJUSPS SUPS ❑.FED -EX
❑OVERNIGHTEl AND DELIVER
Date: August 28, 2009 Job No, 07501-49
Attn: Dee Browder
Re: The Grand (WC/0033706)
DESCRIPTION
Construction Record Drawings (Partial Certification)
Engineer's Certification (Partial)
THESE ARE TRANSMITTED as checked below:
111 For approval ❑ Approved as submitted
For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ See Remarks
REMARKS
❑ Resubmit
El Submit
❑ Return
Wit.
copies for approval ❑ For signature
copies for distribution
corrected prints
cc: Wendy Patterson — Public Works
t G:kwordttrsi075t71 Generah075O1-49 The Grand sewer as built transt.

Fast Track Enoineerin
Permit No. WQ0033706
January 8, 2009
The Grand in Kannapolis
Owner/WOOS
Mr, Wilmer Melton HI
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
Certification
wArrp/w0 CS
Thomas Bach
WSACC
PO Box 428
Concord, NC 28025
William David Hall, P:E
Hall Engineering; Inc,
P,0 Box 8160
Greenville, N.C. 29601
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,
ENGINEERS CERTIFICATION
Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodically, weekly, [1] full time) the construction of the Grand in Kannapolis, Collection
Sewer System, a Cabrrus 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 Engineers
seal, signature, and date:
• SPA!.
012052
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

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
Letter of Trans
OUSPS UPS OFED-EX
EOVERNIGHT [WAND DELIVER
Date: February 16, 2010
tal
Job No, 07501-49
Attn: Dee Browder
Re: The Grand (WQ0033706)
WE ARE SENDING YOU THE FOLLOWtN
COPIES
DATE NO.
Construction Record Drawings
Engineer's Certification
DESCRIPTION
THESE ARE TRANSMI I I ED as checked below:
0 For approval
For your use
LJ As requested
El See Remarks
REMARKS
CD Approved as submitted 0 Resubmit
El Approved as noted
0 Returned for corrections
0 Submit
LI Return
copies for approval 0 For signature
copies for distribution
corrected prints
cc: Wendy Patterson — Public Works
en J. Bissin er, PE
1 alwordltrs107501 Genera1107501-49 The Grand sewer as built transZdoc

Ilry
Fast Track Enginee
Permit No„ VVQ0033706
January 8, 2009
The Grand in Kannapolis
Own erIVVQCS
Mr. Wilmer Melton III
City of Kannapolis
1401 Bethpage Road
Kannapolis, NC 28081
mci Certif9cation
vwrr PANC)CS
Thomas Bach
VVSACC
PO Box 428
Concord, NC 28025
William David Hall, PE
Hall Engineering, Inc
P,0 Box 8160
Greenville, N.C. 29601
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 cacuIations (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 co e with this e 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 i2 Final
N\jo-t-tai-el ppme, L-Ls a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe COperiodically, El weekly, El full time) the construction of the Grand in Kannapolis, 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
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
2, —10 2c'tQ
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.

Michael F Easley, Governor
William a Ross Jo, Secretary
North Carolina Department of Envtronment and Natural Resources
Coteen 1-1 Sifiltris, Director
Division of 'Water Quality
January 8, 2009
City of Kannapolis
Mr, Wilmer Melton Ill, Director Public Works
1401 Bethpage Road
Kannapolis, NC 28081
Subject: Permit No, WQ0033706
The Grand in Kannapolis
Wastewater Collection System
Cabarrus County, North Carolina
Dear Mr, Melton,
In accordance with your application received on December 23, 2008, we are forwarding
herewith Permit No W00033706 dated January 8, 2009, for the construction and operation of the
subject wastewater coliection 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 collectionsystem 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 s.ha61 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 §143-2156C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board:
Mailing Address
61.0 East Center Avenue, Suite 301
Ntocresvtlie, NC 28115
Phone [phone]
Fax [phone]
Location.
610 Eat Center. Avenue, Suite 301
Mooresville, North Carol Ma
N4ih. aroli n a
A111,1erelibi
Internett terrew.novat tv. 0 Customer Service 1-877-623-674S
An Equal Opporlunity/Aftimlative Acron Ernp1oyer - 50% R,ecycled110% Post Consumer Paper

Mr, Melton
Page 2
january 8, 2009
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 2,134 linear feet
of 8-inch PVC (onsite) gravity sewer, and approximately 1,745 linear feet 8-inch DIP (offsite) gravity
sewer and the discharge of 62,640 gallons per day of collected domestic wastewater into the Water and
Sewer Authority of Cabarrus County existing sewerage system pursuant to the application received
December 23. 2008, 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
Wastewater Treatment Facility WWTP (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 City of Kannapolis. The City of Kannapolis must
utilize whatever tracking tools necessary for planning additions of sewer flow in order to
maintain compliance with the WWTP permitted limits and the WQCS00327 permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of WSACC. 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 WQS00009 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,
f. =to een H. Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
William Had, Hall Engineering, Inc,
T Bach, WSACC
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:
1. 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 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
Perrnittee shall maintain compliance with an individual system -wide 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
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L 0200 or the surface water standards in 15A NCAC 2B .0200,
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented,
d Pump stations that are not connected to a telemetry system shall be inspected every day (i,e,
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g, Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B ,0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5 Construction of the gravity sewers, pump stations. and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 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 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 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 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
(919) r 33-33 0. Persons reporting any of the above occurrences shall file a spell report by
completing Part I of Form - (or the most current Division approved form), wvithin five days
following first knowledge of the occurrence, This report shall outline the actions teen 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 8 day of January 2009
NORTH CAROLINA ENVIRONMENTAL MENTAL. MANAGEMENT COMM!SS 1Q
ol�rt'I ;itlzzs, Director
Divirsitioniof Water Quality
By Authority of the Environmental Management Ca mission
Nu b r° ' ' 0033 O6

1401 Bethpage Rd
KANNAPOLIS, NC 28081
704-920-4200
Test Report
Project: The Grand --On Site Project Number:
Date: 8/27/09
Test Pressure: 4 ibs
Inspector: Wendy Patterson
Vac, Test Pressure 10-9 in one minute
LENGTH- DATE/RUN MANDREL
MH # Ex B TO MH # B1 224. 19_60/4rnin X
MH # B1 TO MH # B2 269 10:30/4min X
•
MH# TOMH#
MH# T©MH#
MH# TOMH#
MH# AIQ TOMH# A9
MH# A9 TOMH# A8
MH# A8 TOMH# A7
MH# A7 TOMH# A6
MH# A6 T©MH# A5
MH# A5 TOMH# A4
MH# A4 TOMH# A3
MH# A3 TOMH# A2
MH# A2 TOMH# Al
MH # Al TO MH # Oil
COMMENTS:
/09-3.50 12/21/09
2/21/09
2/21/09
10
350
246
199
74'
73`
132
i2
21 /09-3.50
21 /09-2.50
9/09-2.30
9/09-1.10
9-1.10
Manholes Bl/B2 air tested on 7/17/+ 9 and Mandrel pull on 7/20/g9
MH #
VAC. TEST
27-Aug-09
B2 27-Aug-09
Ala 1/29/10
A9
2/4
a
A8 1/29/10
A7 1 /29/1 g
A6 2/9/10
A5
4/11
A4 2/4/19
A3 2/4/10
A2 2/4/1©
Al_ 1 /28/10
Sewer Test Form

1401 Bethpage Rd.
KANNAPOLIS, NC 28081
704-920-4200
Test Report
Project: The Grand- -df Site Project Number:
Date: 219/2010
Test Pressure: 4lbs
MH # 0-11 TO MH # 0-10
MH# 0-10 TOMH# 0-9
MH # 0-9 TO MH # 0-8
MH # 0-8 TO MH # 0-7
Inspector: Wendy Patterson
Vac. Test Pressure 10-9 in one minute
LENGTH DATE 'RUN: MANDRE MH . , T VAC
138 1/19/'10-2.00
1/28/10
Di 0-10 1/28/10
5 DI 0-9 1/28/°10
141 1 /19/10-2,00 DI 0-8 1/2811 0
MH # 0-7 TO MH # 0-6
MH # 0-6 TO MH # 0-5
MH# 0-5 TOMH# 0-4
MH# 0-4 TOMH# 0-3
MH# 0-3 TOMH# 0-2
MH# 0-2 TOMH# (-1
MH # 0-1 TO MH # EX. OF
2
a
2,15
DI 0-7 1/28/10
DI
0-6
1/28/10
,45 DI 0-5 1/28/10
2,00 ; Di 0-4 1/2 0
/09-1. 0 Di 0-3 1/28/10
48 1/28t10-1 r10 , DI 0-2
,25
COMMENTS: No Mandrel pull of Off site sewer all pipe is Ductile Iron
DI
1/2
0-1 1 /28/ 10
Sewer Test Form