WQ0037514_Regional Office Historical File Pre 2018

jetyvy
tql
AMR
North Carolina Department of Environmentnd Natural Resources
Mala
lam
vvesv
Pat McCrory John E, Skvarla, III
Governor Secretary
Mr, Charles P. O'Cain, P.E.
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 2811.2
Subject:
Dear MI, O'Cain:
December 16, 2014
Permit No. WQ0037514
'Lilco Bell at the Shoppes at Howard's Mill
Wastewater Collection System Extension
Union County, NC
In accordance with your complete application received. December 1.2, 2014, we are .forwarding herewith
Permit No, WQ0037514, dated December 16, 2014, 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issuance until rescinded., and shall be subject to the condition', and limitations as specified therein, This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,
Please pay particular attention to the following conditions contained within this. permit:
Condition1IA: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCA( 2T ,0403 or any individual system -wide collection system
permit issued to the Permittee.
It shallbe responsibility of the Union County to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply tray result in penalties in accordance with North
Carolina General Statute §1.43-215.6A through §143-21.5.6C, construetion 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 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 15013 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,
2317 Mail Service Center, Raleigh, North Carolina 27699-2317
Location: 512 N. Salisbury St Raleigh, North Carona 27604
Phone: [phone] FAX [phone]
Internet www:ncw rReSOUrCeS
An Equal Opportunity Affirmative Action Empbyer

Voice mail,messages or faxed information is permissible, .but this,shaIl 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-
SSO (or the most current Division approved form) can -also _be completed to show that.the SSO 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 2T.0123, 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, 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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.

9. Failuire 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.
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 Iimited 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 CERTI "!CATION
Permittee: Union County Permit. No. WQ0437514
Project: Taco Bell at the Shoppes at Howard's Mill — Union County Issue Date: 12/16/2014
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
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
ENGINEER'S CERTIFICATION
E] Partial [] Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (El periodically, Q weekly, LI 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 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.
Date
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 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.
DWQ Use Only:
Flow from this project Is tributary to

2
1a.
1b_
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
Union County
Full Legal Name (company, municipality, HOA, utility, etc.)
Charles P. O'Cain, Development Program Manager
Signing Official Name and Title (Please review 15A NCAC 2
Application Number:
(to be completed by DWR)
or authorized signing officials)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality StateiCounty ❑ Private Partnership Corporation ❑ Other (specify):
t id. 500 N. Main Street, Suite 500
Mailing Address
NC
" State
1h. 704-296-4244
2.
ii. 704-296-4232
Telephone Facsimile
Proiect (Facility) Information:
2a. Taco Bell at The Shoppes at Howard's Mill
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Charles P. O'Cain, P.E. _
Name and Affiliation of Someone Who Can Answer Questions About this Application
1e. Monroe
City
lg. 28112
Zip Code
[e-mail]
E-mail
2b. Union
County Where Project is Located
3b, 704-296-4244
Phone Number
3c, [e-mail]
E-mail
1. Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Item B(3)) ❑ Private (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))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Union County
2b. If sold, facilities owned by a (must choose one
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Twelve Mile Creek WWTF
Name of WWTF
4b. NC0085359
WWTF Permit No.
2 5a. Union County 5b. 8" Gravity 5c. W00032309
© Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction F)
LL 6. The origin of this wastewater is (check all that apply):
z
I— ❑ Residential Subdivision ❑ Retail (Stores, shopping centers)
,rE ❑ Apartments/Condominiums ❑ Institution
Cr ❑ Mobile Horne Park ❑ Hospital
W 0 School 0 Church
el- Restaurant 0 Nursing Home
❑ Office ❑ Other (specify):
m
100% Domestic/Commercial
Industrial
(Attach Description)
% Other
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project: 1,600 gallons per day
*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
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see A N "I to determine if a permit is required)
FTA 08-13 APPLICATION Page 3 of 6

VIovde the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .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).
1,600 GPD This flow is based on 15A NCAC 02T .0114 Wastewater design flow rates for a food and drink facility
(restaruant - full service). 40 seats x 40 GPD = 1,600 GPD.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
- --------r -- -- --- - - --
Size (inches) Length (feet) New Gravity or Additional
Force Main
23.82' +1- New Gravity
8"
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) I OpGPM @TDH erational Point
1 - permanent generator w1ATS; Force Main Size I Force Main Length
2 - portable generatorwlMTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
-,-
r
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generatorw1ATS; Force Main Size I Force Main Length
2 - portable generatorwlMTS
t
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
LI Yes ® No If Yes, permit number of 2nd treatment facility :
l(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
r3. Does the sewer system comply with the Minimum Design Criteria for the 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 D 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
FTA 08-13 APPLICATION Page 4 of 6

Z
0
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
N/A
E N/A
® N/A
® NIA
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
Yes El No
Yes No
© Yes ©No
Yes ©No
15. Does this project 'include any high priority lines (" ' ` __ �) ' ;) 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: El and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Charles P, O'Cain, P.E., attest that this application for Taco Bell at The Shoppes at Howard's Mill 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: fn accordance with North Carolina General
Statutes 1 ,.rZ1 66 and 61'4, 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 nol to exceed $10,000
as well as Iva penalties up to $25.000 per violation.
la.
Signing 0
ial Signature
1
.,p. ( 1_
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO a r� "plc o2T
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
f, Chris Capellini ,attest that this application for Taco Bell at The Shoopes At Howard's Mill 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 !',._Y a and ' 43 215,663, 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. Chris Capellini, PE
Professional Engineer Name
2b. Bohler Engineering NC, PLLC
Engineering Firm
2c. 800 West Hill Street, Suite 101
Mailing Address
2d. Charlotte
City
2g. 980-272-3400 2h, 980-272-3401
Telephone Facsimile
2e, NC 2f, 28208
State Zip
2i_ ccapellinigbohlerenlcom
E-mail
NC PE Seal, S1cgaature Date
ETA 08-13 APPLICATION
Page 5 of 6

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabamjs, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FTA 08-13 APPLICATION Page 6 of 6

EX, SEWER SYSTEM
(PERMIT W©0032309)
END OF SURVEY:
INFORMATION
TACO) BELL
ROAD
HAW„ NC
PROP, SAN SEWER
CONNECTION (8" DIP)
12/1/14
4
BOHLER
ENGINEERING
22E37DA',gSDRRVE.SUITE 2503TERUN,4V ;rqy
'H3WE , �j;'J aSbJ FAX.. 0111 'J?-"°.

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County
Project Name for which flow is being requested: Taco Bell -The Shoppes at Howard's Mill
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 wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1.7071
e. WWTP facility's actual avg. flow 3.36
f. Total flow for this specific request 0.0016
g. Total actual and obligated flows to the facility 5.0687
h. Percent of permitted flow used 84.48
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 or
Number)
NIA
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm / p f),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity* * *
* 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 (pi) 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 g
FTSE 08-13

P.Ceritication Statement:
I Charles P. O'Cain certify to the best of ttty 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 T and II
plus all attached planning assessment adden.dums for which I azn the responsible party.
Signature of this form indicates acceptance of this wastewater flow..
Dale
e
Page 2 off
FTSE 08-I

PIPTIPr'
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < O.
Pump Station (Name or Number):
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
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 of,3
FTSE 08-13

i'roject:
Proj
Date.
Project Narrative
Taco Bell
251.7 Cuthhertson Road
Town oruraxhaw
Union County, NC
'NCC 142024
bet 1, 2014
The proposed Taco Bell development consists of the constructaon ofa driv^e-thru r taurarft and associated parking
area. The development will include a public water line and sewer lines per county requirements and dra
offsite BMP area. The proposed 1t'public sanitary sewer extension is designed to convey 1€ 0 domestic sanitary
sewer from the proposed d.eveloprnentto an existing Union County Public works h°' sewer line_Approxin,ate flow
of water to sewer system is 1,491 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::
TRANSMITTAL
Regarding: Sanitary Sewer to serve Taco Bell at The Shoppes at Howard's Mill
Date: 12/10/14
We are sending you: L Copy of letter L Plans El Prints 'D Shop Drawin
Other
Copies Date No.
2/1/14
Description
Cover Letter
12/8/14 Fast Track Application
12/8/14 Copy of Fast Track Application
12/8/14
Flow Tracking Form
9/10/14 12808 480.00 Check (Application Fe
These are transmitted as checked below:
For approval ® For your use 0 As requested El For review and comments
Remarks:
Signed:
Received by:
Date:

Central Files: APS SWP
12/16/2014
Permit Number WQ0037514 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
barry.love
Coastal SWRu1e
Permitted Flow
1,600
Facility
Permit Contact Affiliation
Facility Name
Taco Bell at The Shoppes at Howard's Mill
Location Address
Owner
MajorlMlnor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
Mike Garbark
500 N Main St
Monroe
NC 28112480
Orlg Issue
12/16/2014
App Received Draft Initiated
12/13/2014
Scheduled
Issuance Public Notice Issue Effective Expiration
12/16/2014 12/16/2014
Regulated Activities Requested /Received Events
Restaurant Additional information received
Wastewater collection
Outfall
Additional information requested
Waterbody Name Streamindex Number Current Class Subbasin

RED EIVEt'3NCIDENR/DWR
FAST TRACK ENGINEERING CERTIFICATION
PermMee: Union County
Protect: Taco Bell at the Shoppes at Howard's Mill — Union County
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 tines) 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 pass three year outage reliability option selected) for any pump stations
permitted as pert of this project
Changes to the project should be clearly identified on the record drawings
modification are reel iced far my chums s rQSPslrtg 901Piftl.n
tcapons should be subnljt(e prler to cant
WOR tz
M►OQRESViLLE REGie)NAL GFFiCE
Permit No, W0003'JF:14
Issue Date: 12116/2014
en summary form. permit;
Is per t, relauta,Ions c!E
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and aO required supporting documentation. Therefore, It Is htlthIv recommended that title certiFieatlon
be sent In a manner that Provtt4Qs pro•fcaf recslntbv the Wigton.
PERMITTEE's CERTIFICATION
1frCHariie P. O' Cain , 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,
Development Program Manager
Printed Name, Title
EN
Signature
C RTtFlcATION
Q Partial nal
a duly re `sstered Professional Engineer in the State of North Carolina,
bulhorized to observe ( ricdicatly, weekly, D full time) the construction of the subject project
Permittee hereby state that, to the best of my ies, due care and diligence was used in the observation
onstruction such that the construction was observed to be built within substantial compliance of this
16A NCAC 02T; the Division of Water Resources (Division) Gravity Sewer Minimum Design Criteria
pted 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:
The Per
wastewater
Engineer's Ce
enforcement action
DWQ Use Only:
liow from this project is tributary to:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
racking all partial certifications up until a final certification is received. Any
ributary to the wastewater collection system extension prior to completion of this
n shall be considered a violation of (he permit and shall subject the Permittee to appropriate

UNION COUNTY PUBLIC WORKS
500 N. Main. Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
TRANSMITTAL
RECEtvED//NCDENRIDWR
MO©RESVILLE REGAL OFF CF
Regarding: Sanitary Sewer to serve Taco Bell at the Shoppes at Horward's Mi
We are sending you: I I Copy of letter Z Plans
Copies
1
No.
Other
Description
Asbuilts
Fast Track Application
These are transmitted as checked below:
Date: 5/26/15
Prints 0 Shop Drawings
For approval For your use 0 As requested [1 For review and comments
Remarks:
Signed:
Received by:.
Date: