WQ0028952_Regional Office Historical File Pre 2018

Beverly Eaves Perdue, Governor
Dee Freeman., Secretary
North Carolina Department of Environment and Natural Resources
Caleerr Sullins, Director
Division of Water Quality
March 23, 2010
Mr. Mike Garbark, Asst. Dir. of Public Works
Union County
500 North Main Street, Suite 500
Monroe, NC 28112
Subject: Permit No. WQ0028952 Modification
Rea Road Mixed Use Dev. Phase-2
Union County Public Works
Wastewater Collection System Extension
Union County, North Carolina
Dear Mr. Garbark,
In accordance with your application received on March 16, 2010, we are forwarding herewith
Permit No. WQ0028952, dated March 22, 2010, to Union County 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issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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.
N�o��Carolina
dvaiura!!j
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] , Fax: [phone]
Internet: www.ncmwaterquality.crg Customer Service: 1-877-623-6748
An Cell ..1in.. VIOL b........In.111n0/_ C.,�� r..n........,. ��.....

Page
March 2.3, 2010
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 for the construction and operation of approximately 2,294 linear feet of 8-inch gravity sewer
and the discharge of 23,040 gallons per day of collected domestic wastewater into the Union County
and Charlotte Mecklenburg Utility Department existing sewerage system 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 thispermit,
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utility Department WWTP (McAlpine Creek NPDES No. NC0024970) prior to being
discharged into the receiving stream.
This permit reallocates flow and gravity sewer line from WQ0028965 permit issued June 17,
2005 to this permit (WQ0028952) issued March 23, 2010. Permit WQ0028965 will no longer be an
active permit,
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Union County Public Works, Union County must utilize whatever tracking
tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP
permitted limits and their collection system permit WQCS00054_
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the W4" TP permitted limits and the WQCS00001 permit requirements.
1f 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 1506 of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter„ please contact Dee Browder at (704
663-1699,
incerely,,
for Coleen H. Sullins
cc: Mooresville Regional Office,, Collection. System, Permit Files
Surface Water Protection Central Files
PERCS

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.

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
he nature and volume of wastes described in the
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 0f 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 0r 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 Dines 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.

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report.. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), 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 11 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 22nd day of March, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
6
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028952 Modification

Fast Track Engineering Certification
Permit No. WQ0028952 Modification
March 23, 2010
Owner/WOGS \NWT P
Mr Mike Garbark Steve Miller
Union County Public Works CMU
500 North Main Street, Suite 500 5100 Brookshire Blvd
Monroe, NC 28112 Charlotte, NC 28216
PE
Anthony Brent Covian
The Issacs Group, PC
8720 Red Oak Blvd, Ste 420
Charlotte, NC 28217
Complete and submit this form to the permit issuing reeional office with the follow ng;
• 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 pe e tions 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
El Partial Li Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe i(j. periodically, El weekly; El full time) the construction of the Rea Road Mixed Use.
Development Phase-2, a Union 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 substantiai ccmpiiance 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
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.

Browder, Dee
From: Brent Cowan [[e-mail]]
Sent: Tuesday, March 16, 2010 4:16 PM
To: Browder, Dee
Subject: RE: Rea Road Phase 2
Attachments: 08024-FTA mod. cover letter.doc; FTA_12-07_ver4.doc
Dee,
Following our conversation this a.m., I pulled my files and have the following to clarify.
Existing permit Information
• Existing permit WQ0028956 in the name of WaI-Mart for private sewer - permitted flow =
23,040 gpd
• Existing permit WQ0028952 in the name of Union County public works for public sewer -
permitted flow = 0 gpd
• both of these permits served one project and were permitted simultaneously
Proposed Permit Information
The new development plan is entirely different from the Wal-Mart plan under the existing permits
above. Upon approval of the construction plans for the new development, Union County Public
Works had us complete the attached FTA and cover letter explaining the modification to move the
23,040 gpd from the private (28965) to the public (28952).
Also changing with this requested modification to 28952 are the following:
• the length of sewer revised from 1831.f. to 2,294 I.f.
• project name revised from Wal-Mart #5062-00 to Rea Road Mixed Use Development Phase 2
I hope this helps clarify things. Please give me a call should you have any questions and wish to
discus further.
Thanks,
Anthony Brent Cowan, P.E., LEED'i' A P
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste. 420
Charlotte, N.C. 28217
P: 704-227-9402 F: 704-227-9403
Web: www.isaacsorp.com
From: Browder, Dee [mailto:dee.browder©ncdenr.gov]
Sent: Monday, March 15, 2010 11:00 AM
To: Brent Cowan
Subject: RE: Rea Road Phase 2
For some reason I was thinking that we decided that you did not need a mod for this permit. Will address today.
Thanks
Dee
1

ISAACS
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
August 31, 2009
Dee Browder
NCDENR
610 East Center Avenue
Suite 301
Mooresville, NC 28115
Re: Rea Road Mixed Use Development — Phase 2 (Former Wa1-Mart Site)
Union County, North Carolina
Request to transfer previously permitted sewer capacity
Ms. Browder
This letter has been prepared and submitted to you to request that the previously permitted sewer flows
reserved for the above mentioned project under Permit# WQ0O028956 (private permit), be transferred
to Permit# WQ00028952 (public permit). Per Union County Public Works, this project will no longer
need a private permit.
For your convenience, attached are the previous NCDENR sewer permits for this site. Please feel free
to contact me at [phone] should you have any comments, questions, or need any additional
information.
Thank You,
Juan A. Blue
Project Manager
C:1Docunients and Settings'DBrowder'Local Settings\Temporary Internet FileesAContent.0utlook1B2I9Y003108024-FTA mod cover letter.doc

pF+.1%1A1Fq State of North Carolina
QG Department of Environment and Natural Resources
r Division of Water Quality
-1
FAST -TRACK APPLICATION
(FTA I2/07 )
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being retumed as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
httpY/h2o. enr.state. nc. us/perry/Collection%20Systems/CoffectlonSystemApplicaticns. html
• A•
Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit
Any changes to this farm will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailedplans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiguous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hoed the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. if
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
• E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted In this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated In
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10107 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — 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. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTAI7J07

❑e G. Stream Classifications - Watershed Classification Attachment (Form WSACAS-12/07) If any
portion of the sewer system project boundary -is within 100 feet of any surface water or wetlands, the Watershed
Classification Attachment must -may need to be completed. A variance must be requested for encroachment
within required setbacks or buffers pursuant to 2T .0305 (f) and be indicated In Item B-13 with suQporting.
documentation/justification provided.
❑ H Environmental Assessments - If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Farm
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ 1. Flow Direction - Many wastewater treatment systems are entering Into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of thesecond treatment facility.
® J. Certifications —Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria far the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12107 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
•
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
FayettevlIe, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Btaden, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, tredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bartle, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Dup4n, New
Hanover, Onslow, Fender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Atamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
For more information, please visit our web site at:
http://www.nccgLnet/Engineering/Sewer%o20Pennits.htmlhttp l/h2o,,enr stater& uslpeus/ v - -{ Field Code Changed
FI'Al2J07

1
or contact the Regional Office serving your county.
FTAI2/07

1 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
I Application Number:
(to be completed by DWQ)
!1. OwnerlPermittee:
4a. Union County Public Works
i Full Legal Name (company, municipality,HOA, utility, etc. )
O'lb' Mike Garbark, P.E. Assistant Director of Engineering for Union County Public Works
H • Signing Official Name and Title (Please review 16A NCAC 2T .0106 (b) for authorized signing officials!)
gplc. The legal entity who will own this system is:
.i 0 Individual ❑ Federal 0 Municipality ® State/County_❑ Private Partnership ❑ Corporation ❑ Other (specify,); _.___.....
ce 0 11d. 500 North Main St ;le. Monroe
Z1 Mailing Address
— '1f. North Carolina
, City
lg. 28112
Z State : Zip Code
•
ih. [phone] 1i. [phone] Al. [e-mail]
Q1 Telephone I Facsimile E-mail
0 '2. Project (Facility) Information:
Phase42 2b. Union
,J 2a. Rea Road Mixed Used Development
0. I Brief Protect Name (permit will refer to
a. !
3. Contact Person:
this name) i County Where Project is Located .
_ . .,. _ _ _ _
of Engineering for Union County Public Works
3a. Mike Garbark, P.E. Assistant Director
Q Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. mikegarbark@co,union.nc.us
1 Phone Number E-mail
r1. Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.:
WQ0022485WQ0028952
;2. Owner is ® Public (skip to Item 8(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: i 2b. It sold, facilities owned by a (must choose one)
0 Retaining Ownership (Le. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip.to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Charlotte Mecklenburg Utilities
Z. I Owner of Wastewater Treatment Facility (WWT F) Treating Wastewater From This Project
i4a. McAlphineWWTF 4b. NC0024970
Name of WWTF WWTF Pemlit No.
5a. Union County Public Works 5b. 8 inch IN Gravity 5c. W00022105
CC
6. TOhe origin of wner of nsiream Sewer he (check
s wastewater is the
Z
I ❑ Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
CC i ❑ School
® Restaurant
CL ® Office
m :
t❑ Force
all theiving e Sewer
® Retail (Stores,
❑ Institution
. 0 Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
Permit # of
Main_ I —
shopping centers)
Downstream Sewer instruction E)
own _..., (Instruction
- —
100 % Domestic/Commercial
% Industrial (attach
description.) .
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewaterto be allocated or permitted for this particular project: 3,43823,040 gallons per day
'Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why.
❑ Pump Station, Outfall or Interceptor
❑ Flow has already been allocated in
❑ Rehabilitation or replacement of existing
permit is required)
Line where flow will be permitted in subsequent
Permit No.
permits that connect to this line
NCAC 02T .0303 to determine if a
sewer with no new flow expected (see 15A
FTA12/07

n.....�. 9.
flow in
Provide the wastewater flow calculations used in determining the permittedin.,.accordance
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a
Item B(7). Values other than that in 15A NCAC 2T.0114 (b) and (c) must be supported
data in accordance with 15 NCAC 2T.0114 (f).
,SEE ATTACHED SHEE7-14evietialypenTiitted-410w=-170188-0.14
c. _ n5...._C2...._.. ........ . ..
accordance with 15A NCAC 27.0114 for
reduced or zero flow is being requested in
with actual water or wastewater use
-New Gravity -or -Additional
Force Main
Gravity
" 10: Sommary-of Sewerl ines to -be Permitted (attach additional -sheets if necessary)
•
Size (inches) Length (feet)
8 6802 294
€ I
,1 t. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
i
.-.. Pump Station Location ID (self chosen -
as shown on plans/map for reference)
Force Main Size Force Main Length
I
I
!J! t Design Flow Operational Point ', Power Reliability Option
M (MGD) i t - permanent generator
,t
Z GPM @TDH ; 2 - portable generatorwlMTS
— - 1
O l
U
ZPump Station Location ID (self chosen - as shown on planslmap for reference)
i
Design Flow Power Reliability Option )
i-- (MGD) Operational Point
11- permanent generator wlATS; 1 Force Main Size I Force Main Length
a _ GPM @TDH 2 - portable generatorwiMTS ,
_.._...,.._____ _ .___._ _. .. ..__,__
0
— Pump Station Location ID (self chosen - as shown on plans/map for reference)
F Design Flaw Operational Point' Power Reliability Option
LE i W (MGD) GPM @TDH 1 - permanent generatorwlATS;
2 - portable generator WAITS
Force Main Size
Force Main Length
l
MM d
12. Vi11 the wastewater flow in the proposed sewer lines ar pump stations be able to be directed,to another
❑ Yes ® No if Yes, permit number of 2" treatment facility
treatment facility?
i(RO - if 'yes" to B,12 grease contact the Central Office PERCS Unit)
l
1
.12. Does the sewer system comply with the Minimum Design Criteria for the Fest Track Permitting cf Pump Stations and Force
1 Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
)
FTAI2/07
- `( Formatted: Indent: Left: 0"
-� Formatted: Pont: Bold
' �[Formatted: Font: Said, Underline
Formatted: Font: Bold
Formatted: Font: Bold
Formatted: Indent: Left: 0"
Formatted Table

,14. Have the following permits/certifications been submitted for approval for the system or project to be served?
I WettandWStream Crossings -General Permit or 401Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes 0 No ❑ N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
j manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
C. CERTIFICATIONS
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Mike Garbark , attest that this application for Rea Road Mixed Used Devt. Ph.4-2 has been reviewed
by me and is accurate and complete to the best of my knowledge. I understand that if al! required parts of this application
ere not completed and that if al! required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.68, any person who knowingly makes any false statement representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalises up to $25,000 per violation.
1 a.
Signing 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
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
L
Professional Engineers Certification: (Signature of Design Engineer and Project Name)
t, Anthony Brent Cowan attest that this application for Rea Road Mixed Used Devt. Ph.42 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 1 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 143-215.613, 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 perviolatlon.
a. Anthony Brent Cowan
Professional Engineer Name
2b- The Isaacs Group, P.C.
�— City — — — T _. State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone f Facsimile E-mail
Engineering Firm
2c. 8720 Red Oak Blvd., Ste. 420
Mailing Address
d Charlotte
2e. 2f e. 28217
NC PE Seal, Signature & Date
FTAI2/07

From: Brent Cowan [mailto:[e-mail]]
Sent: Monday, March 08, 2010 3:13 PM
To: Brent Cowan; Browder, Dee; [e-mail]
Cc: [e-mail]; Patrick Watkins
Subject: RE: Rea Road Phase 2
Dee. Please advise on the email below.
Thanks,
Anthony Brent Cowan, P.E., LEED'4'AP
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste. 420
Charlotte, N.C. 28217
P: 704-227-9402 F: 704-227-9403
Web: www.isaacsgrp.com
From: Brent Cowan
Sent: Wednesday, March 03, 2010 2:25 PM
To: 'DEE BROWDER ([e-mail])'; 'DEE BROWDER ([e-mail])'
Cc: '[e-mail]'; Patrick Watkins
Subject: FW: Rea Road Phase 2
Dee,
I left you a voice mail regarding the status of this permit and review fee check. Please see email
correspondence below. I understand that Union County Public Works was told that the $480.00
check for this permit had been misplaced. The attached pdf, however, shows that it was cleared by
the bank on Sept. 15, 2009. Can you please investigate and give me a call back to discuss?
Thanks,
Anthony Brent Cowan, P.E., LEED1' A P
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste. 420
Charlotte, N.C. 28217
P: 704-227-9402 F: 704-227-9403
Web: www.isaacsgrp.com
From: Maryann McGarity [mailto:[e-mail]]
Sent: Thursday, February 11, 2010 11:03 AM
To: Brent Cowan
Cc: Ken Orndorff
Subject: RE: Rea Road Phase 2
Brent, •
Attached is a copy of the cancelled check. It cleared on September 15, 2009. Let me know if you need anything else.
Maryann McGarity
marvann ac ralevmiller.com
Raley Miller Properties, Inc.
10815 Sikes Place, Suite 300
2

Beverly Eaves Perdue, Governor
Dee Freeman., Secretary
North Carolina Department of Env1ronment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
January 28, 2009
Mr. Mike Garbark, Asst. Dir, of Public Works
Union County
500 North Main Street, Suite 500
Monroe, NC 28112
Subject: Permit No. WQ0022105 Modification
Rea Road Mixed Use Dev. Phase-1
Union County Public Works
Wastewater Collection System Extension
C-MU# 600-08-634
Tax Farcel# 06-201-008
Through 008H,008J,008K
Union County, North Carolina
Dear Mr. Garbark,
In accordance with your application received on January 15, 2009, we are forwarding herewith
Permit No. WQ0022105, dated January 28, 2009, to Union County 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 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
tntemet: www.ncmwaterquatity.org Customer Service, 1-877-623-6748
An Equal opportunity/Affirmative Action Employer-50%a Rerycledllo%a Post Consumer Paper
N"oo �` ,Carolina
Natural!/

Mr. Garbark
Page 2
January 28, 2009
In accordanc with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, nd other applicable Laws, Rules, and Regulations, permission is hereby
granted for the constru tion and operation of approximately 1,381 linear feet of 8-inch gravity sewer
and the discharge o 17,83: •allons per day of collected domestic wastewater into the Union County
and Charlotte Mecklenburg Utility Department existing sewerage system 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 Charlotte
Mecklenburg Utility Department WWTP (McAlpine Creek NPDES No. NC0024970) prior to being
discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Union County Public Works. Union County must utilize whatever tracking
tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP
permitted limits and their collection system permit WQCS00054.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the WQCS00001 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 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
Z-Z/ 6
L
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Steven Miller, Charlotte -Mecklenburg Utilities
Philip Edwards, Mecklenburg County
Rusty Rozzell, LUESA
Anthony Brent Cowan, The Issacs Group, PC
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 shalt 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
.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 26 .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 26 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part l of Form CS-SSO (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 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 28th day of January, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/5 /L_.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022105 Modification
3

Fast Track Engineering Certification
Permit No. WQ0022105 Modification
January 28, 2009
Owner1WQCS WWTP
Mr. Mike Garbark Steve Miller
Union County Public Works CMU
500 North Main Street, Suite 500 5100 Brookshire Blvd,
Monroe, NC 28112 Charlotte, NC 28216
PE
Anthony Brent Cowan
The Issacs Group, PC
8720 Red Oak Blvd, Ste 420
Charlotte, NC 28217
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 sentin a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Rea Road Mixed Use
Development Phase-1, a Union 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; i 5A 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:
I i
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
r
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.

From: Dee Browder [mailto:[e-mail]]
Sent: Wednesday, March 18, 2009 4:18 PM
To: Brent Cowan
Cc: [e-mail]; David Miller
Subject: Re: Rea Road Mixed Use Dev. Phase 1 Sewer Permit (WQ0022105 Modification)
Do you know if the flow calc should be updated or was it a typo?
Thanks
Dee
Brent Cowan wrote:
Dee,
I left you a voice mail about this and wanted to follow up with an email. It has been discovered that the flow of
17,838 gpd on the attached permit is incorrect and should instead be 20,977 gpd. I would like to request that
this flow be revised and the permit reissued.
Please feel free to give me a call at the number below should you have any comments, questions or wish to
discuss further.
Thanks,
Anthony Brent Cowan, P.E.
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste. 420
Charlotte, N.C. 28217
P: 704-227-9402 F: 704-227-9403
Web: www.isaacsgrp.com
ADdv
2

Browder, Dee
From: Brent Cowan [[e-mail]]
Sent: Thursday, March 26, 2009 7:53 AM
To: Dee Browder
Cc: [e-mail]; David Miller
Subject: RE: Rea Road Mixed Use Dev. Phase 1 Sewer Permit (WQ0022105 Modification)
Dee. Can you please advise on the status of the permit revision per the email correspondence
below?
Thanks,
Anthony Brent Cowan, P.E.
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste. 420
Charlotte, N.C. 28217
P: 704-227-9402 F: 704-227-9403
Web: www.isaacsgrp.com
From: Brent Cowan
Sent: Thursday, March 19, 2009 8:03 AM
To: 'Dee Browder'
Cc: [e-mail]; David Miller
Subject: RE: Rea Road Mixed Use Dev. Phase 1 Sewer Permit (WQ0022105 Modification)
Dee. I think that the additional flow was somehow omitted when the permit was processed. The FTA
for the permit modification listed in part B, number 7 an additional flow of 3,139 gpd to be added to
the originally permitted 17,838 gpd. Number 9 on the next page of the application had the old flows
and new flows itemized.
Thanks,
Anthony Brent Cowan, P.E.
The Isaacs Group, P.C.
8720 Red Oak Blvd., Ste. 420
Charlotte, N.C. 28217
P: 704-227-9402 F: 704-227-9403
Web: www.isaacsgrp.com
1

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
CO Y
TRANSMITTAL
Regarding: Resubmittal of Sanitary Sewer to serve Rea Road Mixed Use Development, Phase 2
(Formerly Walmart Marvin Site)
We are sending you:
Copies
1
1
1
Copy of letter
E Other
E Hans 7 Prints T Shop Drawings
Date
9/8/09
No.
8/31/09
8/1 /09
8/31/09
1
1
9/11/09
8/19/09
Description
Copy of DWQ Comment Letter
Cover Letter (stating the transferring of flow from the Private
Permit to the Public Permit)
Non -Discharge Permit Application
Copy of Non -Discharge Permit Application
DS-
0001292
Sewer Flow Tracking Form
$480.00 Check (Application Fee)
These are transmitted as checked below:
X For approval
E For your use _ As requested
For review and comments
Remarks: Please note that 183 LF of sewer that is listed in Permit #
modification and riot needed in this total..
Signed:
0028952 is included in this
Received by: Date:

/�_ , 2009
Y�I�YL CD • - .bI C L) br .s
bb
(16nrDe, a»ft�-
Dear Mr./l.
akib
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Fast Track Ap atio eturn I , 51, l�J
Project Name: et_j b c1t )y�, l/�
trLi1{� County, North Carolina
The Divi f on of Water Quality, Mooresville Regional Office received your Fast Track sewer
application on ;' !rl 6.17. During an initial review of your application, your application was determined to
be incomplete. Therefore, your application is being returned. (Please include a copy of this letter with
your resubmittal). For a listing of the correct forms and instructions please visit:
http://h2o.enr.state.nc.us/peres/ColiectionSystems/CollectionSystemApplications.html.
Pleasecomplete/correct the following deficiencies:
❑ Application submitted on wrong or outdated forms. Form(s):
❑ Application was submitted without a processing fee or with an incorrect processing fee.
Application did not contain a Flow Tracking Form (FTSE 10/07). matt I)) As .Q`x' 454T2+' 1NC'L1!a e`
"j 6 !i6'1r� c,K'N 64 wt Cr, is /s sf r 6a ! F �G�4 e-/ a �✓�t� No ekT/ Fd-v wJ
Li Application did not contain the Developer's/Homeowner's Operational Agreement.
❑ Application did not contain the correct number of copies.
❑ Application failed to include project map.
❑ AppIication (line A. Ib) was not signed by an authorized representative in accordance with 15A
NCAC 2T .0106(b). (see http://h2o.enr.state.nc.us/admin/rules/codes statutes.htin) 9 4t4 F24
n c-% I I • t 1. 57A = 5 '`, ` 4 r17. C &. S. it
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is technically deficient additional information may
be required or the package may be returned again.
Sincerely,
ki L4L
9Robert B. Krebs
Supervisor, Mooresville Regional Office
Enclosure: Fast Track Sewer Extension Application
cc: RO File
610 East Center Ave. Suite 300 Mooresville, NC 28115 704-663-1699 (Telephone)

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)
Project Applicant Name: Union County
Project Name for which flow is being requested: Rea Road Mixed Use Development, Phase 2
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine WWTF
b. WWTP Facility Permit #: NC0024970
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
* (23,040 gpd previously pemnitted flow)
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
*
None
III. Certification Statement:
I, Mike Garbark , 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 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 under normal circumstances. This analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those items Listed above
in Sections I and II for which I am the responsible party. Signature of this form indicates acceptance of
this wastewatero�v%` l\—
Signing Official Signature Date

1
UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
TRANSMITTAL
Date: 9/3/09
Regarding: Sanitary Sewer to serve Rea Road Mixed Use Development, Phase 2 (Formerly Walmart
Marvin Site)
We are sending you: ❑ Copy of letter ❑ Plans ❑ Prints ❑ Shop Drawings
® Other
Copies
Date
No.
Description
1
8/31/09
Cover Letter (stating the transferring of flow from the Private
Permit to the Public Permit)
1
8/31/09
Non -Discharge Permit Application
1
8/31/09
Copy of Non -Discharge Permit Application
1
8/19/09
DIS
00012921
$480.00 Check (Application Fee)
These are transmitted as checked below:
® For approval ❑ For your use ❑ As requested ❑ For review and comments
Remarks: Please note that 183 LF of sewer that is listed in Permit # WQ0028952 is included in this
modification and not needed in this total.
Signed:
rteceived by: Date:

• ISAACS
G7
0
August 31, 2009
Dee Browder
NCDENR
610 East Center Avenue
Suite 301
Mooresville, NC 28115
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420 D,
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
Re: Rea Road Mixed Use Development — Phase 2 (Former Wal-Mart Site)
Union County, North Carolina
Request to transfer previously permitted sewer capacity
Ms. Browder
This letter has been prepared and submitted to you to request that the previously permitted sewer flows
reserved for the above mentioned project under Permit# WQ 0028956 (private permit), be transferred
to Permit# WQ. 0028952 (public permit). Per Union County Public Works, this project will no longer
need a private permit.
For your convenience, attached are the previous NCDENR sewer permits for this site. Please feel free
to contact me at [phone] should you have any comments, questions, or need any additional
information.
Blue
Project Manager
P:11 - PROJECTS\Ra1ey Miller\Rea Road phs 2 - 080241Engineering\Correspondence\ApplicationslUtility Applications108024-FTA mod. cover letter.doc

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E. Director
Division of Water Quality
June 17, 2005
Mr. Robert Bedard, Assistant lice President
Wal-Mart Real Estate Business Trust
Sam Walton Development Complex
2001:SE 10t Street
Bentonville, Arkansas 27216
Subject: Permit No. WQ0028956
Wal-Mart Real Estate Business Trust
Wal-Mart # 5062-00 (Private Portion)
Wastewater Collection System Extension
Union County, North Carolina
Dear Mr. Bedard:
In accordance with -your application received on June 3, 2005, we are forwarding herewith •
Permit No. WQ0028956, dated.June 17, 2005, to'Wal-Mart Real Estate Business Trust for the
construction and operation ofthe subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as•specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to .Permit Condition 3 which requires that the wastewater
collection facilities be properly operated.and maintained in accordance with 15A.NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittne.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, .as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 200D, 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.
Nor`thCaro]ina •
Nutter;lly
Mooresville Regional office 610 East Center Ave., Suite301 Mooresville, NC 28] 15 Phone: [phone] Fax: [phone]
Internet h2o.enr.slate.nc.us Customer Service:1-877-623-6748
An Equal Opporhtnity/Atiirma v Action Employer-50% Recycied110%Posi Consumer Paper

•
Mr. Robert Bedard
Page 2
June 17, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Wa1-Mart Real Estate Business Trust for the construction and operation of approximately
.544 linear feet of 8-inch gravity sewer to serve 192,000 square feet of retail space as part of the Wel-
Mart # 5062-00 (Private Portion) project, and the discharge of 23,040 gallons per day of collected
domestic wastewater into Union County's existing sewerage system, pursuant to the application
received June 3, 2005, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer
Minimum Design 'Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities McAlpine Creek WINTP (NPDES.No. NC0024970) prior to being .discharged into
the receiving stream. •
This permit shall become voidable unless the agreement between Wal-Mart Real Estate
Business Trust, Union County and Charlotte Mecklenburg Utilities for the collection and final treatment
of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you- have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with 'the Office of Administrative Hearings, 6714 Mail Service
-Center,.Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at- (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Union County Health Department
Mecklenburg County Health Department
MecklenburgWater Quality Program
Mooresville Regional Office, Surface Water Protection (WVTrF Permit No. NC0024970)
Scott Stannard, Freeland & Kauffman, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

-C
Mr. Jon Dyer, .Public Works Director
Union County
400 North:Church Street
'Monroe, North Carolina 28112
Dear Mr, Dyer.
Michael F, Easley. Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment andNatural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 17, 2005
Subject: Permit No. W00028952
Union County
WaI-Mart # 5062-00 (Public Portion)
Wastewater Collection System Extension
Union County, North Carolina
]n accordance with your application received on June.2, 2005, we are forwarding herewith
Permit No. WQ0028952, dated June 17, 2005, to Union County 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 ofthis permit.and.is therefore incorporated therein by reference.
Please ;pay particular .attention .to .Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained. in accordance with 15A NCAC 2H .0227 or any
.individual system wide collection •system .permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as • applicable; 3) and the Division's Minimum Design
Criteria forthe :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 Genera!
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.
�drihCarolina
Naturally
Mooresville Regional Office 610 East Center Ave, Suite 301 Mooresville, NC 28115 Phone: [phone] Fax. [phone]
Internet h2o.enr siate.nc.us Customer Service:1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycted/10% Post Consumer Paper

t1 •
Mr. Jon Dyer
Page 2
June 17, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and'Regulations, permission is hereby
granted to Union -County for the construction and operation of approximately 183 linear feet of 8-inch
gravity sewerto serve as an interceptor line as part of the Wai-Mart # 5062-00 (Public Portion) project,
and the discharge of 0 gallons per day of collected domestic wastewater (flow will be permitted in
subsequent permits that connect to this line) into Union County's existing sewerage system, pursuant to
the application.received June 2, 2005, and in conformity with 15A.NCAC 2H :0200; the Division's
Gravity Sewer'Minimum Design Criteria adopted February 12, 1996,.as applicable; the Division's
'Minimum .Design Criteria -for the Fast -Track Permitting of.Pump Stations and Force`llllaans adopted
-June "I., 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 bythis system shall be treated ..in the Charlotte
'Mecklenburg' UtilitiesMcAlpine Creek IMNTP (NPDES No. -NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between Union County and Charlotte
Mecklenburg Utilities for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition,.conforrning to Chapter 950E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh,:NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
or Alan W. Klime`fc, P.E.
cc: Union County Health Department
Mecklenburg County Health Department
Mecklenburg Water Quality Program
Mooresville Regional Office, Surface Water Protection (VVVVfF Permit No. NC0024970)
Scott Stannard, Freeland and Kauffman, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

use
is
.'i
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Union County Public Works
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number:
(to be completed by DWQ)
Ib. Mike Garbark, P.E. Assistant Director of Engineering for Union County Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
0 Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
le. Monroe
Id. 500 North Main St.
Mailing Address
City
"VIE North Carolina lg. 28112
.;i:" State Zip Code
ig
0_2 lh. [phone] Ili. [phone]
-'�`'; Telephone I Facsimile E-mail
Q t,r .; 2. Project (Facility) Information:
'• 'r'"':2a. Rea Road Mixed Used Development Phase-2 �2b. Union
°• ` Brief Project Name (permit will refer to this name)
:.143. Contact Person:
a. Mike Garbark, P.E. Assistant Director of Engineering for Union County Public Works
Name and Affiliation of Someone Who Can Answer Questions About this Application
j. [e-mail]
County Where Project is Located
3b. [phone]
Phone Number E-mail
. Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQ0028952
3c. [e-mail]
. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose pne)
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
. If private, applicant will be:
❑ 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))
. Charlotte Mecklenburg Utilities -
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a. McAlphine WWTF 14b. NC0024970
WWTF Permit No.
Name of WWTF
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
® Restaurant
® Office
® Gravity
D Force Main
):
5c.
WQ0022105
Permit # of Downstream Sewer (Instruction E)
® Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 23,040
"Do not include future flows or previously permitted allocations
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
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)
FTA 12/07

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 use
data in accordance with 15 NCAC 2T .0114 (f). .
ATTACHED SHEET (PLOUJ 15 23, 0 P6L)
;SEE
3
10. Summary of Sewer Lines to be Permitted (attach additional - - - s 1 n- - sary)
Size (inches)Length
(feet)New
Gravity or Additional
Force Main
8
2,294
Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
,Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorw/ATS;
2 - portable generator w/MTS .
Force Main Size
Force Main Length
-
r
i Pump Station Location ID
(self chosen -
as shown on planslmap
for reference)
Design Flow
(MGD)
•
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Pump Station Location 1D (self chosen - as shown on planslmap for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
12.
1
Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ® No If Yes, number of 2nd treatment facility
(RO
permit
— if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the
• Mains (latest
applicable?
IZt Yes
sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of PumpStations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
• 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
FTA12J07

14. Have the following permits/certifications been submitted tor approval for uie sys=C=II VI IA .oc, •��
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® Yes ❑ No
®Yes ❑No
®Yes ID No
❑ N/A
O N/A
O N/A
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
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Mike Garbark , attest that this application for Rea Road Mixed Used Devt. Ph.-2 has been reviewed by
me and is accurate and complete to the best of my knowledge. l 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 to $25,000 p- violeti•n.
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
PPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Anthony Brent Cowan , attest that this application for Rea Road Mixed Used Devt. Ph.-2 has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
al! 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 ! have reviewed Phis material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10, 000 as well as civil penalties up to $25,000 per violatio
2a. Anthon Brent Cowan
Professional Engineer Name
=2b. The Isaacs Group, P.C.
Engineering Firm
2c. 8720 Red Oak Blvd., Ste. 420
Mailing Address
`2d. Charlotte
City
g. [phone] 2h. [phone] 2i. bcowan©isaacsgrp.com
Telephone Facsimile ( E-mail
I2e..NC
• ':,"4.1,7'
‚M,J
1o;1`2)�1/C�
NC PE Seal, Signature & Date
FTA12/07

REA ROAD RETAIL DEVELOPMENT PHASE 2
Wastewater Flow Calculations
ENR-ENVIRONMENTAL MANAGEMENT COMMISSION T15A NCAC 02T .0114
Last amended September 1, 2006
Previously permitted flow = 23,040 qpd
Proposed:
Retail wlfood service —
Office —
Bar, cocktail lounges —
Retail —
Bank —
Convenience Store wlfood
Medical or Dental Office
TOTAL=
(130 gal/1000 s.f.) x
(25 gal/employee) x
(20 gal/seat) x
(100 gal/employee) x
(25 gal/employee) x
(60 ga1/100 s.f.) x
(250 oallpract.11shiftlx
74,995 s.f.=
35 employee =
273 seats=
10 employee=
36 employee=
4,500 s.f.=
6 practitioners=
9,765 GPD.
875 GPD
5,800 GPD
1,500 GPD
900 GPD
2,700 GPD
1.500 GPD
23,040 GPD
The tabulated flows fisted above are approximate and may vary depending upon the final usage of the building to be
constructed. However, the total flow will not exceed the maximum allow flow of 23,040 GPD.

•
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Q 2004 Microsoft Corporation. Terms of Use Privacy Statement

GoMAPS - Union County NC Public Access
rJou itarr
.04
all Cat .
o Amllo 1,14
0 45it �. A4AJa u
to gviesv Club Dr
Tuesday,
August 18
2009
This map is prepared for the inventory of real property found within Union County, NC and is
compiled from recorded deeds, plats, and other public records and data. Users of this map are
hereby notified that the aforementioned public primary information sources should be consulted
for verification of the information contained on this map. Union County and the mapping
companies assume no legal responsibilities for the information contained on this map.
Grid based on the North Carolina State Plane Coordinate System
All dimensions in feet
f
vi
Sower LinJ'sEGEND
Force Main
Gravity
Highways
Streets
PROPOSED SEWER
CONNECTION POINT
EXIST. S.S. MH
CORNER OF TOM
SHORT & REA ROAD
PERMIT #WQ0009238
DATED 4/12/1994

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention: Ms, Dee Browder
TRANSMITTAL
Date: 1/27/10
Regarding: Sanitary Sewer to serve Rea Road Mixed Use Development, Phase 2 (Formerly Walmart
Marvin Site)
We are sending you:
E Copy of letter Plans
Other
Copies Date No, Description
Prints ri Shop Drawings
Resubmittal of Sanitary Sewer Package
Public Sewer Permit and Application (6-17-05)
Private Sewer Permit and Application (6-17-05
These are transmitted as checked below:
J For approval For your use
pi As requested For eview and comments
Remarks: Enclosed are the submittals of the project you have requested. I hope this is what you will
need to approve the modification of the above mentioned project. If you have any
questions, you can call me at [phone].
Signed:
Received by: Date:

•
C(7 II/-L Ors'3.172
Mr. Jon Dyer, Public Works Director
Union County
400 North Church Street
Monroe, North Carolina 28112
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
13
f°.1L'(16
June 17, 2005 U P)t/i t✓
Subject: Permit No. WQO028952
Union County ) 671A AV 1�J_)
Wal-Mart # 5062-00 (Public Portion
Wastewater Collection System Extension
Union County, North Carolina
Dear Mr. Dyer:
In accordance with your application received on June 2, 2005, we are forwarding herewith
Permit No. WQOO28952, dated June 17, 2005, to Union County 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 [imitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. it shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycledll0% Post Consumer Paper
NorthCarolina
Nat:tra//y

4,
Mr. son Dyer
Page 2
June 17, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Union County for the construction and operation of approximately 183 linear feet of 8-inch
gravity sewer to serve as an interceptor line as part of the Wal-Mart # 5062-00 (Public Portion) project,
and the discharge of 0 gallons per day of collected domestic wastewater (flow will be permitted in
subsequent permits that connect to this line) into Union County's existing sewerage system, pursuant to
the application received June 2, 2005, and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities McAlpine Creek WWTP (NPDES No. NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between Union County and Charlotte
Mecklenburg Utilities for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mall Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
• Sincerely,
°or Alan W. Klime`1c, P.E.
cc: Union County Health Department
Mecklenburg County Health Department
Mecklenburg Water Quality Program
Mooresville Regional Office, Surface Water Protection (WWTF Permit No. NC0024970)
Scott Stannard, Freeland and Kauffman, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

r
s
S,
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 a. .0200 or the surface water standards in 15A NCAC 2B .0200.
A map of the sewer system shall be developed and shall be actively maintained.
An operation and maintenance plan shall be developed and implemented.
Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
High -priority sewer lines shall be inspected at least once per every six-month period of time.
A general observation of the entire sewer system shall be conducted at least once per year.
Inspection and maintenance records shall be maintained for a period of at least three years.
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.
a.
b.
c.
d.
e.
f.
g•
h.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

SS .
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Form CS-SSO (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 11 of Form CS-SSO (or the most
current Division approved farm) can also be completed to show that the SSO was beyond
control.
Permit issued this the 17th day of June, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. KIiKP.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028952
3

Fast Track Engineering Certification
Permit No. WQ0028952
June 17, 2005
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this 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
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Wal-Mart # 5062-00
f (Public Portion), Union County project for the Permittee hereby state that, to the best of my abilities, due care and
E diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

UNION COUNTY PUBLIC WORKS
400 N. Church Street
Monroe, NC 28112-4804
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
c
py
TRANSMITTAL
(vh(isft)
P(// C-V 14)j
Date: 5/31/05
Regarding: Sanitary Sewer to serve Wal-Mart #5062-00 of Union County, NC
We are sending you: ❑ Copy of letter ❑ Plans ❑ Prints ❑ Shop Drawings
® Other
Copies
Date
No.
Description
1
5/27/05
Original Non Discharge Permit Application
1
5/27/05
Copy of Non Discharge Permit Application
1
2/7/05
11218
Check for $400.00 (Application Fee)
2
5/23/05
CMUD Flow Acceptance Letter
These are transmitted as checked below:
® For approval ❑ For your use ❑ As requested ❑ For review and comments
Remarks:
Signed: &Jt ie&,----
Received by: Date:

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS • PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
Application Number:
(to be completed by DWQ)
-
O .1b.
i—
- 5.
ri -
0:,;
LL =
1. Owner.
la. Union County
Full Legal Name (company, municipality, HOA, utility, etc.)
Jon C. Dyer, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own
this system
Municipality
is:
0 Private Partnership
• Individual ■ Federal 0
L State/County
• Corporation ■ Other (specify):
Id. 400 North Church Street
le. Monroe
Mailing Address
City
- ?_,.
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1f. North Carolina
lg. 28112-4804
State
Zip Code
lh. 704-296-4210
li.
704-296-4232
11.
Telephone
Facsimile
E-mail
2. Project (Facility) Information:
Wal-Mart#5062-00 of Union County, NC
2b. Union •
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person: •
3a. Charles P. O'Cain, PE, Deputy Director of Public Works
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-296-4214
3c. o'[e-mail]
Phone Number
E-mail
„ ;-.
.. ' ' ..
•
.
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4
Q:
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1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10.11) that has already been included in the original permit.
2. Owner is ® Public (skip fo Item B(3))
(go to Item 2(a))
IN Private
2a. If private, applicant will be:
store, church, single office, etc) or
etc. - skip fo Item B(3))
etc. - go to Item B(2b))
2b.
If sold, facilities
owned by a (must choose one)
(Instruction Ili)
Assoc./Developer (Instruction IV)
/
■ Retaining Ownership (i.e.
■ Public Utility
■ Leasing units (lots, townhomes,
• Homeowner
• Selling units (lots, townhomes,
3. Union County Public Works
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project I
a. McAlpine Creek WWTP
4b. NC0024970
-Name of WWTF
WWTF Permit No.
5a. Union Co. Public Works
5b. 10"
Receiving Sewer Size
® Gravity
❑ Force Main
5c. W00009238
Owner of Downstream Sewer
Permit Number of Downstream Sewer (if Known)
zt: ,h
r=. �=0
:•`(3
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6. The origin of this wastewater is(check all that apply):
0 Residential Subdivision
Horne
(specify): Retail
(P fY)�
% Domestic/Commercial
% Industrial
II Wash
• Apartments/Condominiums
0 Institution
■ Mobile Home Park
• Hospital
■ School
0 Church
0 Nursing
►l Other
% Other (specify):
• Restaurant
■ Office
7. Volume of wastewater to be allocated
for this particular project: 0 gallons per day
allocations
*Do not include previously permitted
8. If the permitted flow is zero,
® Interceptor Line - Flow will
indicate why:
be permitted
in
of existing
in subsequent permits
Permit No.
that connect to this line
new flow expected
• Flow has already been allocated
• Rehabilitation or replacement
sewer with no
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
•
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)II
Length (feet)
Gravity or Force Main
(use the pull down menu)
8^
183
Gravity
7
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ENTER TOTAL LINE LENGTH IN MILES
0.03
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH .
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w!telemetry; 4-wet well storage)
Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as #pplicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
TO Yes 0 No If no, please
variance
PERTINENT
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® N/A
❑ N/A
• Yes ■ No
.1 Yes • No
® Yes 0 No
■ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered high priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will not accept installed lines more than 10% flatter than
corrected prior to submitting the final engineering certification..
slopes? ►�
instal[ed outside this tolerance should be
the minimum slope. Lines
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
Z
0
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0
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V
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the a following: _ __ __._ ______.. __ ._ _.,._
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
® A Stream Classification
option for any pump
is not needed because the design does
station near a Class C down slope waterbody.
Name of •
Waterbody County
not depend on
River Basin
wet well storage as a power reliability
Waterbody Stream; Waterbody
Index Classification
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Tii�
ry
i
1
I
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
CO
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ci
1. Applicants Certification:
1, Jon C. Dyer, attest that this application forWal-Mart #5062-00 of Union County, NC
has been reviewed by me and is accurate and complete fo 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 returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 14 -215 6B, any person who knowingly makes any false statement, representation, or
certification in any application shall guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil enalttes up to $ 5 0erviolation.
h
la. .."- t 63-----
c 1 ignature Date
2Signing
. Profess' ngineer's Certification:
1 attest that this application for Wa!-Mart #5062-00 of Union County, NC 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 fo the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143 215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misderneaf or which.mak nclude a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation. }� ; .: folk''
2a. Scott K. Stannard
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Professional Engineer Name
2b. Freeland &Kauffman, Inc. `
•'
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,ej/ ............Q',�
Seal, Signature
Engineering Firm •
2c. 209 West Stone Avenue
Mailing Address
2d. Greenville 2e. SC T2f. 29609
City 1 State Zip
g. 864-233-5497 2h. 864-233-8915 21. [e-mail]
Telephone ! Facsimile E-mail
FTA 02/03 - Rev. 3 04/05

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s.
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
May 23, 2005
Mr. Charles O'Cain
Union County Public Works'Department
400 North Church Street
• Monroe, NC 28112-4804
SUBJECT: SANITARY SEWER FLOW ACCEPTANCE
WALMART
UNION COUNTY PARCEL #06-198-002A
C-MU # 600-05-538
Dear Mr. O'Cain:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities (C-MU) agrees to accept the sewage flow of 23,040 gallons per day (192,000 ft2
retail x 120 gpd11,000 ft2) from this project for transmission to the McAlpine Creek Wastewater Treatment
Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works; which' is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude sewer service to
the subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved.
if you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

•
Jul. 13. 2005 11:1UAM FKLLLANU&KAUFMAN. lac
V4 -
i o; 070 f r, i
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I)
Mr. Robert Bedard, Assistant Vice President
Wal-Mart Real Estate Business Trust
Sam Walton Development Complex
2001 SE 10th Street
Bentonville, Arkansas 27216
Dear Mr. Bedard:
Michael P. Easley. Governor
William G. Roo Jr„ Secretary
North Carolina Department of Environment and Natural Resources
June 17, 2005
A1nn W. Klimek, P.E. Director
Division of Water Quality
v
o ¢s t�la (.5
c)"
v
Subject: Permit No. W00028956
Wal-Mart Real Estate Business Trust
WaI-Mart # 5062-00 (Private Portion)
Wastewater Collection System Extension
Union County, North Carolina
In accordance with your application received on June 3, 2005, we are forwarding herewith
Permit No. WQ0028956, dated June 17, 2005, to Wal-Mart Real Estate Business Trust for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any pars of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
'Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria arid rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-21$.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Ofrico 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone; [phone] Pax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623.6748
An Equal opportunity)Affirmmd$Ye Action Employer— 50% Recycled/10% Post Consumer Paper
No'rtliCarolina

Jul. 13. 2005 11:21AM FREELANIAKAUI-I-MAN. inc
Mr. Robert Bedard
Page 2
June17, 2005
No. oyoi r. L
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 Wal-Mart Real Estate Business Trust for the construction and operation of approximately
644linear feet of 8-inch gravity sewer to serve 192,000 square feet of retail space as part of the Wal-
Mart # 5062-00 (Private Portion) project, and the discharge of 23,040 gallons per day of collected
domestic wastewater into Union County's existing sewerage system, pursuant to the application
received June 3, 2005, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities McAlpine Creek WWTP (NPDES No. NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between Wal-Mart Real Estate
Business Trust, Union County and Charlotte Mecklenburg Utilities for the collection and final treatment
of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to'request an adjudicatory hearing upon written request within 30 days following receipt of this
permit.- This request must be in the form of a written petition, conforming to Chapter 150E 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.
Ilyou need additional information concerning 'this matter, please contact Dee Browder at (704)
663-1699.
Sincerely, ,
for Alan W. Klimek, P.E.
cc: Union County Health Department
Mecklenburg County Health Department
Mecklenburg Water Quality Program
Mooresville Regional Office, Surface Water Protection (VVVVTF Permit No. NC0024970)
. :Scott Stannard, Freeland & Kauffman, Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

. T'
Jul. 13. 2005 11:21AM FREELAND&KAUFFMAN. inc No. ovoi r.
+ 4 .
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 NGAG 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. Thispermit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The. wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation. and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is notrequired, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b: ° A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a -telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. = •A general observation of the entire sewer system shall be conducted at least once per year.
.g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required•by
• North Carolina General Statute §143-215.1 C.
1

Jul. 13. 211Ob 11:11AM rKLI:LA111)&10urr1ViAiu, Inc
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4_ This permit shall not be transferable. In the Event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form, A.compiete
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. Faiiure`to abide by the conditions and limitations contained in this permit 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In "the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation' of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
•
10. • The' issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, _state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 1,5A 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.

. Jul. 13. 2005 11:22AM FREELAND&KAUFFMIAN, inc
No, 6Vb I r. D
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) .733-3300. Persons reporting any of the above occurrences shall file a spill report by
completing Part 1 of Form CS-SSO (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 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 17th day of June, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for A. W. Klimek,r`.i., Director
Division of Water Quality
Sy -Authority of the Environmental Management Commission
Permit Number WQ0028956
er
3

, JUI. 13. 20Q5 11:22AM FREEEAND&KAUFFMAN, inc
••
No. tl9tli r. b
Fast Track Engineering Certification
Permit No. WQ0028956
June 17, 2005
Complete and submit this form to the permit issuing regional office with the following:
▪ One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage If portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the prnjeat should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resultino in non-compliance with this permit requlations 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
thatthis certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial • D Final
l, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of the Wal-Mart # 5062-00
(private Portion), Union 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_substantiei compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria:for.theFast-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:
r
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 flaw 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.

UNION COUNTY PUBLIC WORKS
400 N. Church Street
Monroe, NC 28112-4804
704/296-4210
F 704/296-4232
ax
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
COPY
TRANSMITTAL
d V112:: /
co':1
Regarding: Sanitary Sewer to serve WaI-Mart #5062-00 of Union County,
We are sending you:
® Copy of letter ['Plans
® Other
❑ Prints
Date: 6/1/05
NC (Private Portion)
❑ Shop Drawings
Copies
Date
No.
Description
1
5/31/05
Original Non Discharge Permit Application
1
5/31/05
Copy of Non Discharge Permit Application
1
2/7105
11219
Check for $400.00 (Application Fee)
2
5/23/05
CMUD Flow Acceptance Letter
These are transmitted as checked below:
® For approval ❑ For your use ❑ As requested ❑ For review and comments
Remarks:
Signed:
Received by: Date:

• FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! 1 Application Number;
(to be completed by DWQ)
Z
0 11
Q �1
0 iId.
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Z '
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1. Owner:
1 a. Wal-Mart Real -Estate Business Trust - .
' " Full Legal Name (company, m nicipality, HOA, utility, etc.)
b. gt;41r'fr Ail . g,A7rJ ' ASs; S-7i.. t v t r e t WA .
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
c. Thp legal entity who will own
this system is:
Municipality 0 State/County ❑ Private Partnership ® Coporation ❑ Other (specify):
❑ Individual ■ Federal ■
2001 SE 10th Street
1e. Bentonville
Mailing Address
City
f. Arkansas '
1 g. 72712 . . .
State
h. 479-273-4000
11.
Zip Code
1 j.
Telephone. ..
2 Project (Facility) Information:
Facsimile
E-mail
Via. Wal-Mart #5062-00 of Union County, NC
2b. Union
Brief Project Name (permit will refer to this name)
County Where Project is Located
2. Contact Person:
3a. Todd Simmons of Freeland & Kauffman, Inc. (Design Engineering Firm)
' Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 864-233-8915 bc. [e-mail]
Phone Number
E-mail
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(of an existing permit) If Modification, Permit No.:
it. Project is ® New ■ Modification
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information In B(7) and B(10-11) that has already been included in the original permit.
2. Owner is 0 Public (skip to Item B(3)) ® Private (go to Item 2(a))
pa. if private, applicant will be:
® Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes. etc. - skip to item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
2b.
If sold, facilities owned by a (must choose one)
(Instruction III)
Assoc./Developer (instruction IV)
■ Public Utility
❑ Homeowner
3. Union County Public Works
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From Thls Project
a. McAlpine Creek WWTP 4b. NC0024970
Name of WWTF
WWTF Permit No.
5a. Union Co. Public.Works
5b. 1 p"
Receiving Sewer Size
► i Gravity
■ Force Main
50. 0009238
Owner of Downstream Sewer
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
0 Car Wash
Home
(specify): Retail
% Domestic/Commercial
• Residential Subdivision
■APartments/Condominiums
■ Mobile Home Park
• Institution
0 Hospital
% Industrial
❑ School
0 Restaurant
❑ Office
• Church
❑ Nursing
El Other
% Other (specify):
7. Volume of wastewater to be allocated
for this particular project23
allocations
, 040 gallons per
day
*Do not Include previously permitted
8. If the permitted flow is zero,
❑ Interceptor Line - Flow
❑ Flow has already been
■ Rehabilitation or replacement
indicate why:
will be permitted
allocated in
of existing
in subsequent permits
Permit No.
that connect to this line
expected
sewer with no new flow
PTA 02J03 - Rev_ 3 04/05

• FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing If zero flow in the space below. Values other than
that in 15A NCAC 21-1 .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
2 - 2
192,000ft X 120gpd/1,000ft = 23,040 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8''
269
Gravity
8"
375
Gravity
•
ENTER TOTAL LINE LENGTH IN MILES
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2-. permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation.and Indicate why a
Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION -
•
e Yes ■ No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401. Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
to N/A '
•
❑ N/A
❑ N/A
■ Yes ■ No
® yes • No
® Yes ❑ No
14. Does this project involve aerial lines or siphons?
These linos will bo considered hlah oriarity and must bo checked
Check if yes: ■ -
'
Dace ever six months
15. Does this project have gravity sewer lines designed at minimum slopes? El
Be aware that the Division will not accept Installed no more than 1 O% flatter than the minimum slope. Lines Installed outside this tolerance should be
corrected prior to submitting the final engineering certification..

FAST -TRACK APPLICATION for GRAVITY SEWERS, POMP STATIONS, AND FORCE MAINS PAGE 5
C. STREAM CLASSIFICATION
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03 _
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
Location
(self
map
0
chosen
A Stream Classification
option for any pump
ID on Map
- as shown on
for cross-reference)
is not needed because
station near a Class
Name of
Waterbody
the design does
C down slope waterbody.
County
not depend on
River Basin
wet well storage as a
1
Waterbody Stream
Index
power reliability
Waterbody
Classification
i
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedl
D. CERTIFICATIONS
1. Applicant's Certification: CC
1, Q t) `1".-V "'i , Vj 2c�.O.-�ety , attest that this application for Wal-Mart #5062-00 of
Union County, NC 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.
JS �[I 1 t:SSTPV gi
0, it- 11. Iv
i a. �'.f5 rd �
,
Signing official ignature Date
2. Professional Engineer's Certification:
! attest that this application for Wal-Mart #5062-00 of Union County, NC has been
complete and consistent with the information in the engineering plans, calculations,
to the best of my knowledge. ! further attest that to the best of my knowledge the proposed
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
1, 2000 and the watershed classification in accordance with Division guidance. Although
package may have been developed by other professionals, Inclusion of these materials
signifies that 1 have reviewed this material and have judged it to be consistent with
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
representation, or certification in any application shall be guilty of a Class 2 misdemeanor
exceed $10,000 as well as civil penalties up to $25,000 par violation.
2a. Scott K. Stannard
reviewed by me and is accurate,
and all other supporting documentation
design has been prepared in
for Gravity Sewers adopted February
Stations and Force Mains adopted June
certain portions of this submittal
under my signature and seal
the proposed design. Note: In
knowingly makes any false statement,
which may include a fine not to
l 111 f 1 f7/'
Professional Engineer Name
`,��t
\ ��.9AR� /i/
2b. Freeland & Kauffman, Inc.
%a . O 'OFESS1O °`�if��ii
yi
Engineering Firm
? Q�
2c. 209 West Stone Avenue
— ' SEAL
o
Mailing Address
25419 •
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2d. Greenville
2e. SC
2f. 29609
Nip �FN E4: ���
City
State
Zip
h• •G11�4E Q,
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2g. 864-233-8915 h. 864-233-5497
2i. [e-mail]
c.
:Date
Telephone 1Facsimile
E-mail.
nature
FTA 02/03 - Rev. 3 04/05

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34:1Tap°Quads Copyright (01999 DeL orme Yarmouth, NE 04096 Sour Data: 1000 ft Scale: 1: 25,000 DetaA: 13.0 Dates:

.,
•
May 23, 2005
Mr. Charles O'Cain
Union County Public Works Department
400 North Church Street
Monroe, NC 28112-4804
SUBJECT:
1
CHARLOTTE.
CHARLOTTE-MECKLENBU RG
UTILITIES
SANITARY SEWER FLOW ACCEPTANCE
WALMART
UNION COUNTY PARCEL #06-198-002A
C-MU # 600-05-538
Dear Mr. O'Cain:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte- .
Mecklenburg Utilities (C-MU) agrees to accept the sewage flow of 23,040 gallons per day (192,000 ft2
retail x 120 gpd11,000 ft2) from this project for transmission to the McAlpine Creek Wastewater Treatment
Plant; NPDES permit number.N00024970, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works; which is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude sewer service to
the subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.corn
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Central Files: APS SWP
03/19/10
Permit Number WQ0028952 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.10 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Coastal SW Rule
Permitted Flow
0
Facility
Facility Name
Rea Road Mixed Use Development - Phase 2
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Union County Public Works Government - County
Dates/Events
Drig Issue
06/17/05
App Received Draft Initiated
03/19/10
Scheduled
Issuance
Owner Affiliation
Mark Eugene Tye
500 N Church St Ste 500
Monroe NC 281124730
Public Notice Issue Effective Expiration
03/19/10 03/19/10
Regulated Activities Requested/Received Events
Commercial or industrial, other Additional information received
Wastewater collection Additional information requested
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin