WQ0022105_Regional Office Historical File Pre 2018

Mr. Mike Garbark, Asst. Dir. of Public Works
Union County
500 North Main Street, Suite 500
Monroe, NC 28112
Subject:
Dear Mr. Garbark,
April 2, 2009
Beverly Eaves Perdue, Governor
Dee Freeman., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
Permit No. WQOO22105 Modification
Corrected
Rea Road Mixed Use Dev. Phase-1
Union County Public Works
Wastewater Collection System Extension
C-MU# 600-08-634
Tax Parcel# 06-201-008
Through 008H,008J,OO8K
Union County, North Carolina
In accordance with your application received on January 15, 2009, we are forwarding herewith
Permit No. WQ00221O5 (corrected copy), originally 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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.
Nose Carolina
aturay/y
Mooresville Regional office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. Garbark
Page 2
April 2, 2009
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 1,381 linear feet of 8-inch gravity sewer
and the discharge of 20,977 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 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 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
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

Permit WQ0022105 Modification - Mistake
Subject: Permit WQ0022105 Modification - Mistake
From: [e-mail]
Date: Thu, 26 Feb 2009 10:02:08 -0500
To: [e-mail]
Dee,
This is Mike from Union County. We just received a sewer permit for the above project. The original permit WQ0022105 was for 17,838 gpd
back in 2003. This modification was to add 3139 gpd to the old permit. Therefore the 1st paragraph on page 2 should read 20977 gallons per
day. Would it be possible to update the permit and resend? Thanks for any help.
I had sent this to Deborah about a month ago but maybe she isn't the correct person. I get you and her confused sometimes about who handles
what.
Thanks,
Mike
Mike Garbark, PE
Assistant Engineering Director
Union County Public Works
500 N Main Street
Monroe, NC 28112
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Beverly Eaves Perdue, Governor
Dee Freeman., Secretary
North Carolina Department of Environment 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 Parcel# 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./) 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.
No t hCarolina
Aatura!!r,
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

VGathak
2
January 28, 2009
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 1,381 linear feet of 8-inch gravity sewer
and the discharge of 17,838 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 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 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
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

I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly' maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.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 §143-215.1 C.
I

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 Genera! 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

I
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 28th day of January, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022105 Modification
3

r
stTrack Engineering Certification
mit No. W00022105 Modification
January 28, 2009
OwnerMIQCS 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 sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ 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; 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.

8. If the permitted flow is zero, indicate why:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
(to be completed by DWQ)
1. OwneriPerrnittee:
la. Union County Public Works
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number:
L,OZ 2t0
lb. Mike Garbark, P.E. Assistant Dfretor af Engineering for Union Coun
Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0 authorized signing officials!)
1 c. The legal entity who will own this system is:
EJ Individual El Federal 0 Municipality State/County Ej Private Partnership Li Corporation El Other (s
0 1 d, 500 North Main St. le. Monroe
U., Mailing Address City
11. North Carolina _lg. 28112
Z State Zip Code
0 1 h. [phone] 1. [phone] lj. mikegarbark@
E-mail
Telephone Facsimile
2. Project (Facility) Information:
2a, Rea Road Mixed Use Development Phase-1
Brief Project Name (permit will refer to this name)
3. Contact Person:
2b, Union
County Where Project is Located
o,union.nc,us
3a. Mike Garbark, 13,E. AssistantDjrector of Engineering for Union County Public Works
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. mikegarbark co.union.nc.us
Phone Number E-mail
1. Project is New Modification (of an existing permit) If Modification, Permit No.: W00022105
2. Owner is Public (skip to Item B(3)) Private (go to Item 2(a))
2a.
If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. go to Item B(2b))
2b. If sold, facilities owned by a (must choose one
El Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction D)
3, Charlotte Mecklenburg Utilities
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
2 4a. McAlphine WWTF 4b. NC0024970
Name of WWTF WWTF Permit No.
5a. Union County Public Works 5b, 8 inch ; Gravity 5c. VVQ0022105
Owner of Downstream Sewer ,Receiving Sewer Size Ej Force Main ; Permit # of Downstream Sewer (Instruction E)
The origin of this wastewater is (checkall that apply):
6.
Ei Residential Subdivision
Ej Apartments/Condominiums
Ej Mobile Home Park
O School
Restaurant
Office
Retail (Stores, shopping centers)
Ej Institution
O Hospital
D Church
O Nursing Home
Ej Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
°Ai Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 3 39 gallons per day
*Do not include future flows or previously permitted allocations e)
I 0
0
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
EI Flow has already been allocated in Permit No,
El Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
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),
-Previously permitted flow = 17,838 gpd
Constructed daycare uses 3,180 gpd.....therefore 17,838 - 3,180 = 14,658 gpd remaining
-New development plans require 17,797 gpd (calc. by 136,900 s.f./1,000 x 130 gpd)
-Additional flow to be added to permit = 17,797 — 14,658 = 3,139 apd
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
489
New Gravity or Additional
Force Main
Gravity
p Stations wi associated Force Mains to toe Per itta i (attd it additional sheets as necessa
Pump Station Location ID
Design Flow
(MGD)
Operational Poin
GPM @TDH
(self chosen - as shown on planslmap for reference)
Power Reliability Option
- permanent generator w1ATS;
2 - portable generator w/MTS
For
Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on planslmap for reference
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GP'M @TDH 2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
(setf chosen - as shown on plans/map for re
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w1ATS;
2 portable generator w/MTS
nce
Force Main Size Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treater ent facility?
❑ Yes I No If Yes, permit number of 2nd treatment facility
(RO — if `yes* to 8,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes ❑ 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

pprave the following permits/certifications been submitted for approval for the system or project to be served?
ndlSfream Crossings -General Permit or 461 Certification? Yes 0 No © N/A
Sedimentation and Erosion Control Plan? ® Yes 0 No 0 NIA
Storrnwater? Yes 0 No El N/A
15. Does this project inelude any high priority lines, [see 15A NCAC 02T .0402 (2)1 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: 0 and provide details
OwneriPermittee's Certification: (Signature of Signing Official and Project Name)
l, Mike Garbark , attest that this application for Rea Road Mixed Used Devt Ph.-'( 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 viol tion.
Signing Official Signatu
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
Date
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1„ Anthony Brent Cowan , attest that this application for Rea Road Mixed Used Devi. Ph.-1 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 143-215.6B, 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.
2a. Anthony Brent. Cowan
Professional Engineer Name
2b, The Isaacs Group, P.C.
Engineering Firm
2c. 8720 Red Oak Blvd., 'Ste, 420
Mailing Address
2d. Charlotte 2e. NC 2f. 28217
City2g. [phone]
Telephone
2h: [phone]
Facsimile
State Zip
[e-mail]
E-mail
NC PE Seal, aignatsre Date
FTA I2'07

WEDDINGTON QUADRANGLE
NORTH CAROLINA-SOUTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Tracking/Acceptance for Sewer Extension Permit Applications
(FT"SF.—10/07)
Project Applicant. Name: Union County Publicor _
Project Name for which flow is being requested: Rea Road Mixed Use Development, Phase r
More than one FT«S`E-10r07 may he required for s/n Ee project
pump stations along the route of tlae proposed i sweater flow.
r of rla !l'.%+'TP is not responsiihle !"errµ all
I, Complete this section only if you are the owner of the wastewater
a. WWTP Facility Name: N cAl ir4e Creek, Irwin Creek, Sugar rr ek WWTP
b. WWTP Facility Permit : NC0024970
4945 NC0324937
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
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
en t plant.
All Mows are in MGD
14.54
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
e Creek
Approx.. Capacity, MCiD Approx. Current Avg.
.rm./Design) Daily Flow, MCGD
2.57
Certification Statement:
aid "'f' l° t;, , certify that, to th.e best of my knowledge, the addition of the
volume of wastewater to be pernitted 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
rela'ted sanitary sewer overflows or overburden any downstream pu.mp station en route to the receiving
treatment plant under n.orrnal 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 1 and ll for which I am the responsible party. Signature ofthis form indicates
accepce of this N -ater ,flow_
Sign'
g ©fft
sI Signature

CHARLOTTE-MECKLENBURG
UTILITIES
August 11, 2008
Mr, Mike Garbark
Union County Public Works
400 North Church Street
Monroe, NC 28112-4804
SUBJECT: SEWER FLOW ACCEPTANCE
REA ROAD MIXED USE DEVELOPMENT — PHASE I
UNION COUNTY TAX PARCEL# 06-201-008, 008E THROUGH 008H, 008J, 008K
C-MU TRACKING #600-08-634
MODIFICATION OF WQ0022105
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the net sewage flow of 3,139 ,gallons per day (136,900 ftz
retail with food service x 130 gpd/1,000 ftZ„ minus 14,658 gallons per day remaining from WQ0022105)
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. Please see attached basin map and flow tracking form.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved, Connection to the
Charlotte -Mecklenburg Utilities system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one ear of
issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, you may contact me at [phone].
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

.1 Union County Site
C-MU# 600-08-634
.
Charlotte -Mecklenburg Utilites
VTP Service Areas with Basins

State of North Carolina
ni and Natural Resources
ivision of Water Quality
Flow Tracking/Aoceptauee for Sewer Extension Permit Applications
WISE —10/07)
Project Applicant Name:
Project Name for Whic h flow is
Nfore than one FTSE-10/07 may he requiredfor a single project if i/w ai aei af tlwWiit 77' is not re.„nsible for all
pump stations along the roue t the proposed wastewater 1 low,
I. Complete this section only if you are the owner of the wa.stewater treatment plant.
a. WWIT Facility Name:
b. WWTP Facility Permit 4:
c. WWTP facility's permitted flow
d, Estimated obligated. flow not yet tributary to the WWTP
e. 'WWII' facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h.. Percent of permitted flow used
. vs are
El 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 WWII'
Pump Station Name
Ale
Approx. Capacity, MG[) Approx. Current Avg.
(Finn/Design) Daily Flow, lsviCID
Certification Statement:
1..Mike (iarhark , certify, that, to the best atm,knowledge, the addition of the volume of
wastewater to he permitted in this project has been evaluated along the route to the receiving wastewater
treatment file -it ity and that the flm,v from this 'project is not anticipated to cause any, capacity related
sanitary sewer overflows or overburden any downstreani 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 1 and II for which 1 the 'responsible party. Signature of this form indicates acceptance of
th is
-(7)'
Signin? Official Signature Duce

Re: WQ0022105 MOD Rea Road Mixed Use Dev. Phase 1
Subject: Re: WQ0022105 MOD Rea Road Mixed Use Dev. Phase 1
From: [e-mail]
Date: Mon, 5 Jan 2009 14:47:41 -0500
To: Dee Browder <[e-mail]>
ncmail.net>
Dee,
Here is a copy of the permit that is being modified. Let me know if you need anything else.
Mike Garbark
Mike Garbark, PE
Assistant Engineering Director
Union County Public Works
' 500 N Main Street
Monroe, NC 28112
Dee Browder <[e-mail]> wrote:
To: [e-mail]
From: Dee Browder <[e-mail]>
Date: 01/05/2009 10:40AM
Subject: WQ0022105 MOD Rea Road Mixed Use Dev. Phase 1
Guess we don't have this old permit on file here. Could you PDF it to me.
Won't be able to modify until I get update.
Let me know
Thanks
Dee
ADdv❑
1 of 2
1/26/2009 3:42 PM

Re: WQ0022105 MOD Rea Road Mixed Use Dev. Phase 1
Content -Type: application/pdf
030123RRPERMIT002.pdf ' Content -Encoding: base64
030123RRPER1VfIT001.pdf Content -Encoding: base64
Content -Type: application/pdf
2 of 2 1/26/2009 3:42 PM

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACIIIENT
FOR SEWER SYSTEMS
* iidarit Nettie
Union County Public WWork
Proai Engineer N
Anthony Brent Cowan
Site
cBride Branch
Pr w`ect Name
Rea Road Nixed Use Development {Phase 1)
Engineering Firm Name
The Isaacs Group, P.C.
River Waterbody Stream Waterbody
Name of Waterbody' County Basin Index No. Classification
Union Catawba '111 8-3-3 C
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-1 /07
Page 1 of 1

Vrth
Carolina Waterbodies Li led by County
Note: W tterbodies are. listed in more than one c.
Name of Stream 0 scv7pfn
From
Caro.
Caro
west Fork From „tirce to
Twelvemile Creek Twelvesarie Crseek
Culvert Branch From. sour re to Wiest
Fork Twel mile Creek
From. source to West
Fork Twelsdmile Creek.
From source Lo
Twalemile creek
From solarFork Twelves'
,' C.
'East
Creek
Prom source to 1^:aat.
Fork Twelverrtlle Creek
Davis7' re Creek 077(r "source 1"o
Mill Creek
Prom. source to Bast
Fork T'7c'1. ; oile Creek
Ord creek. From ..c,urr_'
Twe lte tra..e
Bates lsee Branch
Machi
ar,=.at:
From source to 'Fast
Pork Twelvemdle Creek
Frtrm .source to Bates
From
Fork. Tw
Prom source to E4Lit
Fork Twelve .,. x, e Creek
k,zt7=ik Branch From baurco
Creek
SFk..t da Lake
From source to North
CarolihaSnath
Carolina. State i.rtc
Entire lake
connecting s
' xPit:t a. f'^ r;.,`Y."e
Corr, Class Date
t;
From source ' 7 SImmll{:x 7-
Creek
Report Date: 07/ 19/©8
Records Found. 135
Search Parameters:
County Union
C1asee try
Spies: 4'
Name: ECG
Indextt:
03/71/E'2 Catawba 11-13E
ex»
09/01/74 Catawba ',`.-138-1.
09/01/74 Catawba13
09f01/ 74 "slaw; 11 1.§F-1_2
09/01/74 Catawba ii-13;-2
09xr0l,r 4
09/01/74 Catawba 11-136-7-2
O9/01./74 Catawba
(,(°9/r
/"74 Catawba
09/01 / 74 4',ara'n1tn. :.1. '13k
Catawba s ' 19 2-4
09 / 0 -1 / 7
08/81/24 :=abawo,;a
119/01/74 Catawba J. 1 7 7 6
09/0S/74 Ca e x 11-138 2-4-1
47/01/62
01/C71/1, C7ta.wrE'
03rA01fY62 C:R8aw,ba 11-118"3-3
Page C of

IliFirir'
Permit Number WQ0022105 Permit Tracking Slip
Central Files: APS SWP
01/26/09
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee. browder
Permitted Flow
20977
Facility
Facility Name
Rea Road Development
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County Public Works
Dates/Events
Owner Type
Government - County
Owner Affiliation
Matthew Delk, Director Interim Public
Works of
Scheduled
Orig Issue App Received Draft Initiated Issuance
01/23/03 01/05/09
Regulated Activities
Public Notice Issue
Effective Expiration
01/27/09 01/27/09
Commercial or industrial, other
Outfall NULL
Additional information requested
Additional information received
01/05/09
01/05/09
Waterbody Name
Stream Index Number Current Class Subbasin