WQ0037941_Regional Office Historical File Pre 2018

North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 17, 2015
Mr. Charles P. O'Cain, P.E.
Union County
500 N. Main Street, Suite 500
Monroe, NC 28112
Subject: Permit No. WQ0037941
Keffer Kia Offsite Sanitary Sewer & Watermain Extension
Wastewater Collection System Extension Permit
Union County
Dear Mr. O'Cain:
Donald R. van der Vaart
Secretary
In accordance with your application received July 31, 2015, we are forwarding herewith Permit No.
WQ0037941 dated August 17, 2015, to Union County (Permittee) for the construction and operation
upon certification 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
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.
It shall be the responsibility of the Permittee 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 §1.43-215.6A 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.
If any parts, requirements, or Iimitations 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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer — Made in part by recycled paper

Union County
Permit No. WQ003794
If you need additional information concerning this matter, please contact Barry Love at (704) 235-2 .43
or via a -mail at [e-mail]..
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: John H. Ross, P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

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
Union County
for the construction and operation of approximately 1,429 linear feet of 8-inch gravity sewer to serve an
auto dealership with hand wash and car wash as part of the Keffer Kia Offsite Sanitary Sewer &
Watermain Extension project, and the discharge of 4,750 gallons per day of collected domestic
wastewater into the Union County existing sewerage system, pursuant to the application received July
31, 2015, 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.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
cified conditions and Imitations contai.aed therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037941
Permit Issued: August 17, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County 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 the Union County Crooked
Creek Wastewater Treatment Plant in accordance with Permit Number NC0069841.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 1SA NCAC 2T; the Division's 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 Permittee'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 and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 4,750 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)]
II. STANDARD CONDITIONS
This permit is not 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. [15A NCAC 02T.0104; G.5 143-215.1(d3)1
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'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 materials unless specifically mentioned herein. [15A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .01101
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: [15A NCAC 02T .0108(b)]:
Page 4 of 8

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. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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 orbreakage, etc.;or
b. Any 6SOand/or spill over 1,00Ogallons; or
c. Any S6Oand/or spill, regardless nfvolume, 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 tothe Division ofEmergency Management attelephone number (80D)858'0368nr(9l9)
733'3308. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part | of Form [S'6SO (or the most current Division approved form) within five days
following first knowledge ofthe occurrence. This report must outline the actions taken orproposed
to betaken to ensure that the problem does not recur. Part || of Form CS -SS[} (or the most current
Division approved form) can also he completed to show that the S5Q was beyond control. [G.S. 143'
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
tothe surface waters ofthe State. (15ANCA[02T.0180(b)l
7' Upon completion ofconstruction and priorto operation of these permitted facilities, the completed
Engineering Certification fn,nn attached to this permit shall he submitted with the required
supporting documents tothe address provided mnthe form. Acomplete certification isone 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
Perrni\teetoappropriate enforcement actions.
if the permit is issued to o 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 asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) ofthe wastewater collection system extension. Final record drawings should be
clear mmthe plans or on digital media (CD or DVD disk) and are defined aothe design drawings
that are marked up or annotated with after construction infn/nnotWm and show/ required buffers,
separation distances, material changes, etc,
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet vve||, and force maim, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis, if portable power
source nrpump is dedicated to multiple stations, nn evaluation ofall the pump stations' storage
capacities and the, rotation schedule of the portable power source or pump, include travel
timefromes,shall beprovided.
Page 6 of 9

Changes to the project that do not result in non-compliance with this permit, regulations, 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
and 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. [15A NCAC 02T .01161
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
. 9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .01161
10. 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)1
11. 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. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Union County
PERMIT#: WQ0037941
PROJECT: Keffer Kia Offsite Sanitary Sewer & Watermain Extension
ISSUE DATE: August 17, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom..
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and.
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, 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
i, , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe ([1 periodically, 0 weekly, full time) the construction of the
project name and location as referenced above for the above 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 Resources' (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 & date:
QI Final 0 Partial (include description
Certification Comments 'Qualers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville„ NC 28115
., ... rn, rnnn

z
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Appifcation Number:
(to be completed by DWR)
1. Owner/Permlttee:
1 a. Union Coun
Full Legal. Name (company, municipality, HOA, utility, etc.
1 b. Charles P. O'Cain, PE„ Development Program Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b1 for auth
1 c. The legal entity who will own this system is.
0 Individual ICI Federal Q Municipality Sta
1 d. 500 N. Main Street, Suite 500
Marling Address.
1 f. North Carolina
State
1 h. '704-296-4244
1 i. 704-296-4232
zed signing officials)
ounty El Private Partnership © Corporation 0 Other (specify):
RECEIVED/NCDENRJDWR
Telephone Facsimile
2. Protect (Faciilltvj Iptorr align:
2a. Kefler Kia Otfsite Sanitary Sewer & Watermain Extension
Brief Project Name (permit will refer to this name)
Contact Person:
Charles P. ©Vann, P.E., Development Program Manager
le. Monroe
City
1g. 28112
Zip Code
ocain.co.un'ion.nikliVRESVILLFF REGIONAL, OFFICE
E-mail
3
2b. Union
County
Name and Affiliation of Someone Who Can Answer Questions About this .Application
3b, 704-295.4244
Phone Number
2. Owner is Public (skip to Item B(3)) 0 Privet
3c. [e-mail]
WOIROs
E-mail
rtion, Permit No::
go to Item 2(a))
2a, If private, applicant will be.
Retaining Ownership (i.e. store, church, single office, etc.) or
[� Leasing units (lots, townhomes, etc. - skip to item B(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b )
Union County
Owner of Wastewater Treatment Facility (WWTF) Treating Was
4a. Crooked Creek WWTF
Name of WWTF
5a, Union County 15b, 5 inch_
Owner of Downstream Sewer 'Receiving Sewer Size
6„ The origin of this wastewater is (check all that apply):
© Residential Subdivision
© Apartments/Condominiums
0 Mobile Horne Park
© School
© Restaurant
0 Office
2b. If sold, facilities owned by a (must choose one)
© Public Utility (Instruction D)
[� Homeowner Assoc./Developer (Instruction E)
ater From This Project
4b. NC0069841
WWTF Permit No.
Gravity 35c. NC15970
rce Main
Permit # of Downstream Se
Retail (Stores, shopping centers)
Institution
[] Hospital
Church
© Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated or permitted. for this particular project: 4,750
'Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
( 100% Domestic/Commercial
{ %© Industrial
(Attach Description)
% Other
(Attach Descrintion)
gallons per day
© Pump Station. Outfall or Interceptor Line where flow will be per teed in subsequent permits that connect to this line
© Flow has already been allocated in Permit No. w.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 023 .0303 to determine if a permit is required)
FTA 10-14 APPLICATION Pa 4 of 6

Z
z
0
0
Z
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) Aft /OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use;
data in accordance with 15A NCAC 2T ..0114 (f).
Dealership: 3,000 + 500 + 1,250 = 4,750 gpd
(24 fixture'125 gpd/fixture=3,0O0 gpd) + (Hand Wash - 2'250 gpd=5009pd) + (carwash —1 bay "1250 g
without recycling)
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
1,429
ravity or Addttfonal
Force Main
New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID:
Longitude: _
Design Flow
(MGD)
self chosen - as shown on plans/map for reference)
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length;
Pump Station Location ID: (self chosen - as showrl on plans/map for reference)
Longitude:
Design Flow
(MGD)
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 permanent generator w/ATS; Force Main Size Force Main Length
2 portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to f directed to another treatment facility?
© Yes No if Yes, permit number of 2nd treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
2T as applicable?
(latest version), the GresignyCriteria (latest version) and 15A NCA
Yes ❑ No
h
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request Is required prior to submittal of the Fast Track Application and
supporting documents.
FTA (Ci-14 APP'TCATION
Pa;e. 5 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetiand/Strearn Crossings - General Permit or 401Certification? 0 Yes D No El N/A
Sedimentation and Erosion Control Plan? D Yes LI No 1Z1 N/A
Trout Buffer Waiver? El Yes l3 No N/A
Stormwater? D Yes El No N/A
15, Does this project include any high priority lines (15A NCAC 02T .0402 2 ) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high prIorrtand must be checked once every six months
Check if Yes: LI and provide details:
1 a.
Signing 0 c at Signature Date
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
Charles P. O'Cain, P.E„ attest that this application for Keffer Kia Offsite Sanitary Sewer & Watermain
Extension 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. Notes In accordance with North
Carolina General Statutes 143-215,6A and 143-215.6S 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 p alties up to $25,000 per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(1) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T 0305
z
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, John H, Ross, P,E, ,atfest that this application for Keffer, Kia Oftsite Sanitary Sewer ,,& Waterrnain Extension 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. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design
Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division
guidance, Although other professionals may have developed certain portions of this submittal package, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
the proposed design, Note: In accordance with NC General Statutes 1,13-215,64and 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 $10000 as well as civil penalties up to $25,000 per violation,
2a. John H, Ross, P,E.
Professional Engineer Name
2b, Eagle Engineering Inc,
Engineering Firm
2c. 2013A Van Buren Ave
Mailing Address
2d. Indian Trait 2e. NC 2f. 20879
City State Zip
2g. 704882-4222 2h. 866-775-0329 2i. iross@eagleoniine,net '74,N,iiiil,iiiio
Telephone Facsimile E mail '--- NC PE Seaarl Slature
SEAL
CO 7:
•4959
N.
OUS
FTA 10- 4 APPLICATION Page 6 of 6

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EXISTING SANITARY
SEWER SYSTEM
PROPOSED
SANITARY SEWER
EXTENSION
2013 Van. Buren Ave., Suite A
Indian Trail, NC 28079
[phone]
www.eagleonline.net
PROPOSED SITE
USGS MAP OF THE
KEFFER KIA OFF -SITE SEWER
ALE:
©B NAME: KEFFER KIA
CLIENT: LAND GROWTH LLC LOCATION: HIGHWAY 74
OB NUMBER: 5259
NROE, N

f.1
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
FIow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County
Project Name for which flow is being requested: Keffer Kia
More than one FTSE 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: Crooked Creek
b. WWTP Facility Permit #: NC0069841
All flows are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.4370
e. WWTP facility's actual avg. flow 1.19
f. Total flow for this specific request 0.0048
g. Total actual and obligated flows to the facility 1.6318
h. Percent of permitted flow used 85.88
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
Pump
Station
(Name or
Number)
Helmsviile
Firm
Capacity,*
MGD
(A)
Design
Average Daily
FIow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily FIow,
MGD
0.508 0.2032 0.142 0.0610
WWTP:
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
0.2030 0.0002
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of
FTSE 08-13

III. Certification. Statement:
I Charles P. O'Ca.itr certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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
plus all attached planning assessment addendums for which l am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Date

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < O.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and _ MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 ofA3
FTSE 08-13

FORM WSCAS 0f3-13
WATERSHED CLASSIFICATION AT' AC Hi" TENT
FOR SEWER SYSTEMS
ficant Name
Union County Public Works
Professional Engle eer Name
John H. Ross, P.E.
°cation
j Keffer Kia Offsite Sanitary Sewer & erain Ex
in ca Firm Name
Eagle Engineering, Inc.
�Riv=er
Name of W Paerbadyl' County Basin
A South Fork Crooked Creek Union Yadkin
if unnamed, indica
Waterbody
eam Index N©.
1 �17-20 2
o X", were X is the named waterbody to which the unnamed tributary joins_
1certify that as a Registered Professional Engineer In the State of
North Carolina that / 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 hest of my knowledge and belief
PE Seal, Signature and Date
*** ENE) )F FORM WSCAS 0ft-13
FORM: ° ''SCAS Oki-ta3
Waterbody
Classification
C
Page i of 1

Project Narrative
RECENEDINCDENRIDWR
vv0 R OS
MOORESviLLE REGIONAL OFFICE
5269 Keffer Kia Off -site Sanitary Sewer and Watermain Extension
The proposed project consists of a sanitary sewer extension and watermain extension to the
future Keifer Kia project site in Union County, NC on Highway 74 (Independence Blvd), The
proposed sanitary sewer extension is designed to convey the sanitary sewer effluent from the
future Keifer Kia development to an existing Union County Public Works 8" sanitary sewer main
running along Chamber Drive adjacent to Highway 74 .
• How is calculated as follows:
o Water Demand
a Auto Dealership — 3,000 gpd
I' Hand wash stall — 500 gpd
• Irrigation — 2,909 gpd
• Car wash — 1,250 gpd
• Total Water Demand — 7,659 gpd
o Sanitary Sewer Demand
• Auto Dealership — 3,000 gpd
• Hand wash stall — 500 gpd
• Car Wash — 1,250 gpd
• Total Sewer Demand — 4,750 gpd

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:
Regarding: Sanitary Sewe
We are sending you:
Copies
7/6/15
7/9/15
These are trans
o serve Keffer Kia
�VQRCS
MOORESVILLE REGIONAL . )M° iC
TRANSMITTAL
Date: 7/28/15
0 Copy of letter 0 Plans C Prints U Shop Drawings
Other
No,
Description
Cover Letter
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
$480.00 Check (Application Fee
Stream Classification Form
d as checked below:
For approval D For your use 0 As requested 0 For review and comments
Remarks:
Signed:
Received by: Date:.

Central Files: APS _ SWP
8/17/2015
Permit Number WQ003794i Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ba rry.love
Coastal SWRuIe
Permitted Flow
4,750
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affillatlon
Facility Name
Keifer Kia Offsite Sanitary Sewer & Watermain Ext.
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affillatlon
Cindy Coto
500 N Main St
Monroe
NC 28112
Orig Issue
8/13/2015
Scheduled
App Received Draft initiated Issuance Public Notice Issue Effective Expiration
7131 /2015 8/17/2015 8/17/2015
Regulated Activities
Retail
Wastewater collection
Outfall
Requested /Received Events
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

Water Resources
Envirommen¢all Quality
February 13, 2017
Ms. Crystal Panico, New Development Program Manager
Union County Public Works
500 N. Main Street, Suite 400
Monroe, NC 28112
SUBJECT: Final Engineering Certification .Acknowledgement
Project: Keffer Kia C)ffsite Sanitary Sewer & Waterrnain Extension.
Permit No. WQ0037941
Permittee: Union County Public Works
County: Union
Dear Ms. Panico:
ROY COOPER.
MICHAEL S. REGAN
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering.
certification with record drawings for the subject sewer extension project on. February 13, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,.
you will be notified of any items of .non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party, If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable, Form PNOCF can be downloaded from
httpa/Tortal.nedenr.org/weblw /sw / s/'cs/ rnoc frown the Collection Systems Applications page.
Should you have any question
Pi
ase do not hesitate to contact inn at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr, Johnny Houston Ross, P_E., (Eagle Engineering, 2013A Van Buren. Avenue, Indian Trail,
NC 28079)
Central Files
-2 Nothing Compares;.
:uscaldn<tttrikarortmental Qtuaid)!! Water Resources l "ar rC ckald ' Regoesta! Operations

rr
FAST TRACK SEu!ER ENGINEERING CERTIFICATION
P
ERMITTEE: Union County
PERMIT #: WQ0037941
PROJECT: Keffer Kia Offsite Sanitar Sewer &Waterrnain Extension
ISSUE DATE: January 28, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, 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 permittedrein or portions thereof,
ClItyS '4 L- -0 • PA N r ig-e E
Lye ep,,ENr "44 6LA-si
Printed Name, Title rums 4ea-
Signature D
ENGINEER'S CERTIFICATION
Johnny Houston Ross
I, , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (1 periodically, E weekly, full time) the construction of the
project name and location as referenced above for the above 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 Resources' (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 w/signature & date:
0 Final LJ Partial (include description
Certification Corrrrnents/Qualifiers (attach if necessary):
NC DWR - Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]