WQ0022105_Regional Office Historical File Pre 2018 (3)

NCDE R
Nortn Carolina Department of Environment and N
Division of Water Quality
Pat McCrory Charles Wakild, P, E.
Governor Director
May 20, 2013
Mr. Charles O'Cain, P.E.
Union County Public Works
500 N. Main Street, Suite 500
Monroe, N.C. 28112
ral Resources
John Skvarla, Ill
Secretary
Subject: Permit No, WQ0022105 (Modification)
Union County Public Works
Rea Road Mixed Use Development Phase 1
Wastewater Collection System Extension
Union County
Dear Mr. Q`Cai
In accordance with your application received May 6, 2013, we are forwarding Permit No. WQ0022105,
dated May 20, 2013.to Union County Public Works for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, shall void Permit No. WQ0022105 dated March 7, 2011, and shall be subject to the conditions
and limitations as specified therein, This cover letter and supplement shall be considered a part of this
permit and are therefore incorporated therein by reference. The previous permitted sewer line of 942
linear feet of 8-inch gravity sewer will remain unchanged. The volume of wastewater discharge will be
reduced from 20,977 gpd to a new volume of 10,207 gpd.
It shall be responsibility of the Union County Public Works 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 boards
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 Mali Service Center, Raleigh,
NC 27699-6714, Unless such demands are made, this permit shall be final and binding.
1617 Mail Service Center, Raleigh', North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: [phone] V FAX: [phone]
Internet. www.nowateroualv(y.orl
An Equal Opportunity 1 Affirmative Action Employer
N hCarolina
turallj

es O'Cain
05 `Modification)
If you need additional information concerning this matter, please contact Mr. Samar Bou-Ghazale at
[phone] or via e-mail at Samar.Bou-Ghazaie@ncdenr,gov
cc: Anthony Brent Cowan, P.E.,
Water Quality CentralFiles
PERCS (electronic copy)
Sincerely,
for Charles Wakild, P.E., Director
Division of Water Quality
electronic copy) The Isaacs Group, P.C.

ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
Union County
for the construction and operation of approximately 942 linear feet of 8-inch gravity sewer; and the
discharge of 10,207 gallons per day of collected domestic, wastewater into McAlpine Creek WWTP
existing sewerage system, pursuant to the application received May 6, 2013, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The Previous permit was issued on March 7, 2011 with a permitted flow of 20,977 gpd. This
modification consists of reducing the flow of 10,770 gpd to a total flow of 10,207 gpd. The length of
previous sewer line of 942 linear feet will remain unchanged. The new flow is based on existing,
proposed and future discharge as follows:
1- Existing Day Care (78 person X 25 GPD) = 1,950 GPD.
2- Existing CVS (Area = 12,900 s.f.) = 1,677 GPD.
3- Existing Kohl's average flow = 1,718 GPD.
4- Proposed Out Parcel 1B Buildings A and B (Area = 10,049 s.f.)= 1,307 GPD.
5- Future Out Parcel 1C Building C (Either a car wash or medical/dental office) 3 bay car wash =
3600 gpd, remaining building s.f. =4,050 s.f.
Total Flows =1,905 + 1,677 + 1,718 + 1,307 + 3, 600 = 10,207 GPD
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 20thday of May 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0022105 (Modification)

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in McAlpine Wastewater
Treatment Facility (NPDES Permit No, NC0024970) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does riot
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; 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 Permitte&s responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II. STANDARD CONDITIONS
1,
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, arid 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.
2. 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 Per itting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. 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 to prevent any contravention of groundwater standards or surface water standards.

b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education.materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number 704-663-1699, 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 and submitting Part I of Form CS-SSO (or the most

current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur, Part II of Form
CS- 550 (or the most current Division approved form) can also be completed to show that the 550 was beyond
control
6, 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
7, Per 15A NCAC 27.0116, 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. 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.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps. system curve, operating
point, buoyancy calculations, 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
c. Changes to the project that do not result in non-compliance with this permit, regulation, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis arid each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8, A copy of the construction record drawings shall be maintained on file by the Permittee the life of the
wastewater collection facilities.
9. 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 le: tho,
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicatle; and other
supporting materials may subject the Permittee to an enforcement action by the Divisicio, in accordance with
North Carolina General Statutes §143-215,6A through §143-215:6C, cons-6 ot.tion of additional or replacement

9
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. 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.
11. 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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Union County Public Works Permit No. WQ0022105 (Modification)
Project: Rea Road Mixed Use Development Phase 1 Issue Date: 05/20/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• 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. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
1, , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
D 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 subject 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 02T; 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
SURFACE WATER PROTECTION SUPERVISOR
Mooresville REGIONAL OFFICE
610 East Center Ave., 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ(
0
LL,
z
0
LL
Z
Owner/Permittee:
1a. Union County
Full Legal Name (company, municipality, HOA, utility, etc.)
1b, Mr Charles P. Q'"Cain, PE
SigningOfficial Naive and Title (Please v.._�. NCAC 2T 1
review 15A NCAC 2T „{31
horized signing of
1c. The legal entity who will own this system is'
Individual 0 Federal 0 Municipality El State/County 0 Private Partnership 0 Corporation
1 d. 500 North Main Street
Mailing Address
1f, North Carolina
State
1 h. 704-2
704-296-4232
Telephone Facsimile
2 Project (Facility), Information:
2a, Rea Road Mixed Use Development Phase 1
rief Project Name (permit will refer to this name)
3, Contact Person:
3a. Mr, Charles P. O'Cain, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
le. Monroe
City
lg. 28112
2
3b. 704-296-4244
Phone Number
ion
ing permit
Zip Code
j, ocain co.unioryanc,`tts
E-mail
2b. Union
County
h r.(• ecify):
here Project is Located
_3c, ocain cv.union.nc.us
E-mail
odification, Permit No.:
2, Owner is ZI Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a, tf private, applicant will be:
0 Retaining Ownership (i.e. store, church, single officer etc) car
Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte Mecklenbu Utilities
Owner of Wastewater Treatment Facility (tJWTf) Treating' "lint
4a, McAlpine WNTF
Name of W�V'fF me__.-........_._..._. A_...m.._._�.._.w
,.. e.._
Union County Public Works 5b. 8
Owner of Downstream Sewer Receiving Sewer Size
6, The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 ApartmentslCondominiums
0 Mobile Home Park
0 School
El Restaurant
El Office
2b. If sold,
ies owned by a (must choose one)
0 Public Utility (instruction C)
0 Homeowner Assoc./Developer (Instruction D)
ater From This Project
4b. NC0624974
WWTF Permit No.
Gravity 5c. W00009238
Force Main Permit # of Downstream Sewer (Instruction E ... r
Retail (Stores, shopping ce
0 Institution
• Hosprtal
0 Church
[a Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated, or perrimtted for this particular pr
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No
D Rehabilitation or replacement of existing sewer wilts no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO; contact your Regional Office
Pretreatment staff)
_, % Other (specify):
ect: Reduction of 10 770 gallons per day
F IA1 f'O7

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 27 .0114 for
the value in Item B(7) ANDIOR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
See attached flow calculations
20,977 gpd (previous permit) -- 10,770 gpd (modification) =° 10,2017 gpd total forthi project
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
No new sewer added
New Gravity or Additional
Force Main
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 plansamap for reference)
Design Flow Operational Poin
(MGD) GPM @TDH
Power Reliability Option
permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator wIATS; Force Main Size Force Main Length
0 GPM @TDH 2 - portable generator w/MTS
U.
z
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM rTIW 1 - permanent generator w/ATS; Force Main Size Force in Length,
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer! or pump stations be able to be directed to another treatment facility?
Yes No If Yes, permit number of 2"`r treatment facility
(RO - if yes' to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes 1 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
F. r A 12.'{t

z
14 ") Lave the following permits/certifications been subrnitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes 0 No D N/A
Sedimentation and Erosion Control Plan? E Yes LI No ❑ N/A
Stormwater? j Yes ❑ No N/A
15. Does this project include any high priority lines, (see `65A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines witll be considered high priority and must be checked once every six months
Check if Yes. I0 and provide details
Owner/Perrraittee's Certification, (Signature of Signing Officiai and Project Name)
f„ Charles P. d°Cain , attest that this application for Rea Road Mixed Use Development
Phase 1 _ 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 no
to exceed $10,000 as well civil penalties up to $25,000 per violation,
1 a.
Signi
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
3
Professional Engineer's Certification; (Signature of Design Engineer and Project Name)
I, Anthony Brent Cowan attest that this application for Rea Road Mixed Use Develaparragnt Phase 1 has
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculatiions,
and all other supporting documentation to the best of my knowledge. i further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria'
for Gravity Sewers adopted February 12, 1.996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215,6A and 143-215,68, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. 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
City
2g. 704-227-9402
Telephone ,.. .
. ... _. _ .. 2e. NC 2f
State
2h. 704-227--9403 2i. b
Facsimile
7
Zip
aac acorn
9P _.s._
I°`TA 12/07

Sever Flow Calculations for Rea Road Mixed Use Development Phase 1
Existing Day Care
a. Use 25 gal/day per student plus employee
b, 69 students plus 9 employees
c. Calculated flow = 76 x 25 gpd =- 1,950 gpd
2. Existing CVS
a, Use 100 gallday per 1,000 s,f, of area stores and shopping ithout food servire
b„ Area =- 12,900 s,f,
c, Calculated flow = 12,900/1,000 x 130 gpd = 1,677 gpd
3 Existing Kohl's
a, Kohl's analyzed North Carolina flow data of their stores and the average measured flow
This flow factored at 1,5 = 1,718 gpd
4, Proposed Out Parcel 1B Buildings A and B
a, Use 130 gal/day per 1,000 s,f, of area for stores and shopping centers with food service,
b„ Area = 6,024 s„f, + 4,025 s,f, = 10,049 s„f
c. Calculated flow =10,049/1,000 x 130 gpd = 1,307 gpd
5, Future Out Parcel 1C Building C
a. Developer planning either a car wash or medical/dental office
• Calculated 3 bay car wash flow = 3 x 1,200 god/bay = 3,600 gpd
b. Remaining allowed building s f = 4,050 s,f,
45 gem,
Total Calculated Flows for all existing/proposed/future buildings = 1,905 + 1,677 + 1,718 07 + 3,600 = 10,207 gpd
ETA 12/07

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

FORM WSCAS-03/2012
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name_
Union County Public Works
fessinal Engineer Name
Anthony Brent Cowan
Lo ion
Site
Name of Watetrbody
cBride Branch
Project Name
Rea Road Mixed Use Development Phase
to Pirm Name _��
Th Isaacs Group, P.C.
County
Union
River Waterbody Stream Waterbody
Basin Index No. Classification
Catawba 11138-3-3 C
If unnamed, indicate "unnamed tributary to X°' where Xis the named waterbody to which the unnamed tributary is
/ 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
* * * ENE) OF FORM WSCAS-03/2012 `" * *
FORM: WSCAS-O3 2012
Page

WEDDINGTON QUADRANGLE
NORTH C ROLINA-SOUTH CAROL INA
7,5 MINUTE SERIES (TOPOGRAPHIC)

CHARLOTTE.
CHARLOTTE-M ECKLENBURG
UTILITIES
February 15, 2011
Mr. Peter Brown
Union County Public Works
500 North Main Street
Suite 500
Monroe, NC 28112
SUBJECT: SEWER FLOW ACCEPTANCE
REA ROAD RETAIL DEVELOPMENT
UNION COUNTY PARCEL# 06-198-002A
C-MU TRACKING# 600-11-511
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 0 gpd (no additional flow) 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 NCDENR Flow Tracking form.
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow.
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. !f the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance letter, and any payment for service connection(s) have not been
received within f 1) year of the issuance of this flow acceptance letter this flow acceptance approval shall
be rescinded and a new flow acceptance study must be made. If you have any questions, you may
contact me at [phone].
Sincerely,
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]

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 Public Works
Project Name for which flow is being requestedRea Road Retail. Development
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 Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit#: NC0024970. NC0024945, NC0024937
All flows are in MGD
99.0
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
8.751
66.8
0.00
76.307
77.1%
H. 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
Six Mile Creek 6.968 2.570
III. Certification Statement:
I, eirr y ke 4.r . k , 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 off wastewater flow. ;1,S// //
Signing Ocial Signature Date

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 1
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:
b. WWTP Facility Permit #:
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
* (20,977 gpd previously permitted 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 wast water 4pw.
A\N-11`\"--
Signing 0 ral Signature Date

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: 5/3/13
Regarding: Sanitary Sewer to serve Rea Road Mixed Use Development, Phase 1 (Modification)
We are sending you: 0 Copy of letter 0 Plans 0 Prints 0 Shop Drawings
Other
copies
No,
1 5/3/13 Non -Discharge Permit Application
1 5/3/13 Copy of Non -Discharge Permit Application
2/18/11 Copy of Previous UCPW Flow Tracking Form
Copy of Previous CMU Acceptance Flow Letter
Copy of Previous CMU Flow Tracking Form
480.00 Check (Application Fee)
earn Classification Form
These are transmitted as checked below:
For approval 0 For your use
0 As requested [ 1 For review and comments
Remarks: Per the phone conversation with CMU, they did not see any reason to fill out a new flow
tracking form since the modification is for the reduction of flow but I did include copies of
the previous forms and CMU letter.
Signed:
Received by:.
Date:

Permit Number WQ0022105
Central Files: APS SWP
05/20/13
Permit Tracking Slip
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 C Individual
Extensions
Primary Reviewer Permit Contact Affiliation
samar.bou-ghazale
Coastal SW Rule
Permitted Flow
20977
Facility
Facility Name
Rea Road Development
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
Orig Issue App Received Draft Initiated
01/23/03 05/16/13
Scheduled
Issuance
Owner Affiliation
Edward Goscicki
Director Public Works
500 N Main St -Ste 500
Monroe NC 281124730
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Commercial or industrial, other Additional information requested
Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

,L'ISAACSEJ
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
Project Narrative
Rea Road Mixed Use Development Phase IC — Building-D
Union County, North Carolina
The project site is located in the Town of Waxhaw, Union County, N.C. and is an approximate 1.08
acre parcel located at 9817 Suzanne Court near the intersection of Rea Road and Tom Short Road.
The existing lot has one (1) existing 5,006 sf medical/retail building and one (1) proposed 5,154 sf
medical/retail. Sewer flow to be generated by the proposed building will add 1,835 GPD.(please
see the attached calculations) to the previously approved Rea Road Mixed Use Development
Phase 1 Sewer Extension (WQ0022105). The sewer collection system within the project site will be
provided by a series of 8 inch gravity lines owned and maintained by Union County Public Works
(UCPW). The proposed sewer system will tie into existing downstream 8 inch sewer lines (Permit
#WQ0031776) owned by UCPW and will be treated at McAlpine Creek WWTF (WWTF
NC0024970), which is owned by Charlotte Water.
Please see the following in the attached application package:
• One Original and One Copy of Application
• Application Fee of $480 written out to NCDEQ
• Fast Track Application
• Flow Tracking/Acceptance Form
• Site Maps
O 8.5"x11" color copy of USGS topo
o Street level map
P:\Active Projects\Raley Miller\Rea Road Phs 1 Out Parcel 1C-Bldg 2 172171Engineering\Correspondence\Applications\NCDWQ\Rea Road
Outparcel 1C Bldg D Sewer Cover Letter.doc

Sewer Flow Calculations for Rea Road Mixed Use Deve o ent Phase 0022 05
Prevous Fast Track modification application on May 20, 2013
Exis,ting Day Care
a, Use 25 gal/day per student plus employee
b. 69 students plus 9 employees
c,, Calculated flow = 78 x 25 gpd = 1,950 gpd
2. Existing CVS
a. Use 100 galtday per 1,000 s.f. of area stores and shopping centers without food service.
b. Area = 12,900 s.f.
c Calculated flow = 12,900/1,000 x 130 gpd = 1,677 gpd
3. Existing Kohl's
a, Kohl's analyzed North Carolina flow data of their stores and the average measured flow is 1,145 gpm.
This flow factored at 1.5 = 1,718 gpd,
4. Existing Out Parcel 1B Buildings A and B
a. Use 130 gal/day per 1,000 sf. of area for stores and shopping centers with food service
h„ Area = 6„024 s:f, + 4,025 s,f, = 10,049 si
c. Calculated flow = 10,049/1,000 x 130 gpd = 1,307 gpd
5, Existing Out Parcel 1C Building C
a. Use 250 medical/dental office
• Calculated 3 bay car wash flow = 3 x 1,200 gpd/bay = 3,600 gpd
b, Remaining allowed building s,f, = 4,050 s,f.
Total Calculated Flows for all existing/proposed/future buildings = 1,950 + 1,677 + 1,718 + 1,307 * 3 600 10,252 qp
the exist modification permit dated 05/20,12013lists 10,207 gpct There was a math error
Currer•t fast track application modificaton
1. Existing Day Care
a, Use 25 gat/day per student plus employee
b,, 69 students plus 9 employees
c. Calculated flow = 78 x 25 gpd = 1,950 gpd
2., Existing CVS
a. Use 100 gal/day per 1„000 sf, of area stores and shopping centersi,vithout food service.,
b. Area = '12,900 s.f.
c. Calculated flow = 12,900/1,000 x 130 gpd = 1,677 gpd
3 Existing Kohl's
a, Kohl's analyzed North Carolina flow data of their stores and the average rneasured flow is 1,145 gpm.
This flow factored at 1..5 = 1,718 gpd,
4. Existing Out Parcel '1B Buildings A and B
a. Use 130 gal/day per '1,000 s.f., of area for stores and shopping centers with food service.
b, Area = 6,024 s.f. + ,4,025 s.f. = 10,049 s.,f,.
c, Calculated flow = 10,0,49/1,000 x 130 gpd = 1,307 gpd
5, Existing Out Parcel 1C Building C dental office and retail space
a, Dental office use 250 gal/practitioners/shift with 10 practitioners for 1 shift
• Calculated 10 practitioners for 1 shift = 250 gal x 10 practitioners/shift x 1 shift = 2,500 gpd
b. Shopping center and malls with food service with 1,500 sf for 130 gaill ,000 ar
• Calculated 1,500 sf x 130 ga1/1,000 sf = 195 gpd
6. Proposed Out Parcel 10 Building D dental office and retail space
a.. Dental office use 250 gal/practitioners/shift with 10 practitioners for 1 .shift
• Calculated 10 practitioners for 1 shift ,= .2,50 gal x 10 practitioners/shift x 1 shift = 2,500 gpd
b. Shopping center and mails with food service with 1,;500 sf for 130 a1/1,000 sf
• Calculated 1,500 sf x 130 gal/1,000 sf = 195 gpd
Total Calculated Flows for all existing/proposed buildings = 1,950 + 1,677 + 1,718 + 1,307 + 2,695 + 2695 = 12,042 gpd
Difference between current and previous fast track modifications = 12,042 gpd - 10,207 qpd = +1,835 gpd