WQ0037033_Regional Office Historical File Pre 2018

Afeii
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A, Reeder
Governor Director
March 25,, 2014
Mr. Doug Hughes,Executive Director of Faculties
Union County Board of Education
201 Venue St
Monroe, N.C. 28110
Subject: Permit No. WQ0037033
Piedmont High Stadium Renovations
Wastewater Collection System Extension
Union County
Dear Mr. Hughes:
John E. Skv'arla, III
Secretary
In accordance 'with your application received on March 21, 2014 we are forwarding herewith to Permit
No. WQ0037033, dated March 25, 2014, to the Union County Board of Education for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded, and shall be subject to the conditions and limitations as
specified therein. This cover letter 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:
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 responsibility of the Union County Board of Education to ensure that the as -constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute §143-215,6A through §143-215.6C, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
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.
Moo. v e Resgi3naI Office
Location: 610 East Center Ave Suite 30i moo NC 25115
Phone: l7 i 663•16991 Fax: (704 ) 66343040 i Customer Service:
Internet: www ncwate
An Egih 4 Opporhtniiy l ACmiabve Aden m byer
One
NorthCarolina.
�,/ntrall

Union County Board of Education
WQ0037033
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (704)
663-1699 or via email at Sujatha,[e-mail].
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Cc: Mooresville Regional Office
David Pope (e-copy)
Water Resources Central Files
PERCS

AIM
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 Board of Education
Union County
for the construction and operation of approximately 713 linear feet of 8-inch gravity sewer to serve the
Piedmont High Stadium Renovations project and the discharge of 0 gallons per day of collected
domestic/commercial wastewater into the Grassy Creek Water Reclamation Facility existing sewerage
system, pursuant to the application received March 21, 2014, 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
specified conditions and limitations contained therein.
ermit issued this 25th day of March, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037033

SUPPLEMENT TO PERMIT COVER SHEET
Union County Board of Education 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 Grassy Creek Water
Reclamation Facility (NC0085812) prior to being discharged into the receiving stream.
Per Ming of this project does not constitute an acceptance of any part of the project that does not
meet 15A 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,
i, SPECIAL CONDITIONS
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 0 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 of Water Resources.
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,
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 1SA 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.
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 feast 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.

Noncompliance Notification:
The Permittee shall report by telephone to a water resources 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 11 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.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.
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. 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.
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 Board of Education Permit No. WQ0037033
Project: Piedmont High Stadium Renovations Issue Date: 03/2512014
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 an 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 dearly 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 Engineers
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
Date
ENGINEER'S CERTIFICATION
1:1 Partial 111 Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (El periodically, weekly, El 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'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,
North Carolina Professional Engineers
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
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
nforcement actions.
D R Use Only:
Flol,ti from this projtet iribtftary tcy

USE THE TA
KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
a Union County Board ofEducatun
Full Legal Name (company, municipality, HOA, utility etc
Application Number:
(to be completed by DWQ,
• lb, Don Hughes Executive Director of Faclities
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b)for authorized signing officials)
1c, The legal entity who will own this system is:
D Individual 0 Federal 0 Municipality 0 State/County D Private Partnership 0 Corporation E Other
O ld. 201 Venus St
▪ Mailing Address
if NC
State
0
a.
lh. 704-296-5960
Telephone Facsimile E-mail
2, Project (Facility) Information:
2a, Piedmont Hi h Stadium Renovations
Brief Project Name (permit will refer to this name
3 Contact Person:
3a. David Pope
Name and Affiliation of Someone Who Can Answer Questions About this Application
le Monroe
City
lg 28110
Zip Code
lj don„hughesQue
2b, Union
County Where P
s,k12,nc.us
pecify): Bd of Ed
ed
3b 704-296-5960
david,_EppeQugG,k12.ncus
Phone Number E-mail
1 Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is 0 Public (skip to Item B(3)) El Private (go to Item 2(a))
2a. If private, applicant will be
• Retaining Ownership (i,e store, church, single office, etc) or
O Leasing units (lots, townhomes, etc, - skip to Item B(3))
D Selling units (lots, townhomes, etc - go to Item B(2b))
Z 3 Union County
0
0
[A.
cd
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc /Developer (Instruction E)
Owner of Wastewater Treatment Facility (VWVTF) Treating Wastewater From This Project
4a. GrassyCreek Water Reclamation Facility, 4b NC 0085812
Name VVVVTF Permit No,
Union County 5b
Owner of Downstream Sewer Receivin
Gravity 5c, WO 0013499
er Size 0 Force Main Permit # of Downstream Sewer (Instruction F)
6. The origin of this wastewater is (check all that apply),
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
School
El Restaurant
0 Office
0 Retail (Stores, shopping centers)
LI Institution
0 Hospital
0 Church
0 Nursing Home
D Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 0
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
100 % Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
gallons per day
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. WQ 0013499
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T :0303 to determine if a permit is required)
FrA 12-12 APPLICAT
Page 3 of()

•
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a I;educed 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)
No Additional Flow
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8"
New Gravity or Additional
Force Main
663+50 = 713 Gravity
z
11 Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
C.)
Longitude:
z
0
Design Flow
(MGD)
Latitude:
Power Reliability Option
Operational Point
1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
2 - portable generator w/MTS
0
LL
Pump Station Location ID: (self hosen - as shown on plans/map for reference)
2 Longitude:
ce
CL Design Flow
(MGD)
Latitude:
Operational Paint Power Reliability Option
GPM @TDH 1 permanent generator MATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
1.2. Will the wastewater flow in the proposed sewer ines or pump stations be able to be directed to another treatment facility?
ID 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 DesiqnCriteria for the Permitting of Pump, Stations and Force Mains
(latest version), the Gravity, Sewer Minimum Design criteria (latest version) and 15A NCAC Cuter 2T as applicable?
Yes L 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 12-12 APPLICATION Page 4 of

Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes 0 No Z N/A
Sedimentation and Erosion Control Plan? Z Yes El No 0 N/A
Trout Buffer Waiver? El Yes 0 No Z N/A
Stormwater? fl Yes fl No Z 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 priority and must be checked once every six months
Check if Yes: and provide details:
1, Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1a
i, Don Hughes, attest that this application for Piedmont High Stadium Renovations 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 14,3-2t5,6A and 143-
215,5E3, 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
Sign
rig Officia SPjnature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
to TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
0
2. Professional Engineers Certification: (Signature of Design Engineer and Project Name)
t, Clinton D Lawrence ,attest that this application for Piedmont High Stadium Renovations has been reviewed by
rne 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 I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 14,3-215.6,A and 14.3-2,15,6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $2'5,000 per violation,
2a. Clinton D. Lawrence
Professional Engineer Name
2b, Lawrence Associates, PA
Engineering Firm
2c. 106 W. Jefferson Street
Mailing Address
2d, Monroe
City
2g, 704-289-1013 2h, 704-283-9053
Telephone Facsimile
2e. NC 2f. 28112
State Zip
2i„ clintIawrencesurveyincom
E - m
NC PE Seal, Signature & Date
FTA 12-92 APPLICATION Page 5 or6

rir
Dn
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: Piedmont H.S. Stadium Renovations
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: Grassy Branch WWTP
b. WWTP Facility Permit #: NC0085812
All flows are in MGD
c. WWTP facility's permitted flow 0.050
d. Estimated obligated flow not yet tributary to the WWTP 0.0054
e. WWTP facility's actual avg. flow 0.0308
f. Total flow for this specific request 0.00
g. Total actual and obligated flows to the facility 0.0362
h. Percent of permitted flow used 72.40
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
N/A
* 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 off3
FTSE 08-13

111. Ceti
:ication Statement:
I Charles P. ()Cain 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.
Signing Of f Jcioi x ii ,'natal/ " Dale
Page 2off
FTSE 08-13

ply
FTSE PLANNING ASSESSMENT ADDENDUM. (PAA),
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
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 of,C3
FTSE 08-13

Page 1 of 1
http:/ "r taps.co,uni©n.nc.usiar
utputJgo naps gomaps271642 627634.,jpg 3/3/2014

UNION COUNTY PU = LIC 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. Sujatha R. Nagulapally
TRANSMITTAL
Date: 3/19/14
Regarding: Sanitary Sewer to serve Piedmont High Stadium Renovations (Private)
We are sending you:
Copies Date
8/14
No.
Copy of letter J Plans J Prints El Shop Drawings
Other
Description
Sewer Capacity Letter
,....Cover Letter ..
Fast Track Application
Copy of Fast Track Application
Flow Tracking Form
11940 $480.00 Check (Application Fee
These are transmitted as checked below:
For approval 0 For your use 0 As requested 0 For review and comments
Remarks:
Received by: _ Date:

UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 28112.
Phone: [phone] a Fav [phone]
March 18, 2014
Mr, Clint Lawrence
Lawrence Associates
106 W. Jefferson Street
Monroe, NC 28112
Re: Sewer Treatment Capacity
Piedmont High Stadium Renovations
Dear Mr. Lawrence:
Union County Public Works Department can accept the 713 LF of 8"
sewermain for the above mentioned project This project is being permitted as
zero flow. The existing flow has already been allocated in permit # WQ0013499.
If you have any questions please don't hesitate to call.
Sincerely:
arles P. O'Cain, PE
CPO/pwb
F:\WINWOR„D\MISCFLWACEPINOFLOWdoc

)i 14
IDEN R .
Division of
610 E. Center
Mooresville, N
Re: Sanitary Sewer Narrative
Enc:lr ed are the design plans and list track gra it r se xer° application for the Piedmont
High School Stadium Renovations Off -Site Sewer lxtttsion (Private 'l"his project
consist of a renovation to the existing stadium and restroom faeiiity, 1"l is project is 'being
permitted as zero flow, The existing flow was permitted under Perm it i It . `f) 0013499:
Sincerely,
Clinton
Principal
p: 704-289-1013
f: 704-283-9035
PE-, PIS
106 W, Jefferson St:
Monroe, NC 28112

Centcal Files: APS _ SWP _
3/25/2014
Permit Number WQ0037033 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 Permit Contact Affiliation
sujatha.nagulapally
Coastal SWRuie
Permitted Flow
0
Facility
Facility Name
Piedmont High Stadium Renovations
Location Address
Owner
Major/Minor Region
Minor Mooresville.
County
Union
Facility Contact Affiliation
Owner Name
Union County Board Of Education
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Craig M. Horsman
500 N Main St Ste 70
Monroe
NC 28112
Orig Issue
3/25/2014
App Received Draft Initiated
3/21/2014
Scheduled
Issuance Public Notice Issue Effective
3/25/2014 3/25/2014
Regulated Activities Requested /Received Events
Expiration
School Additional information received
Wastewater collection
Outfall
Additional information requested
Waterbody Name Streamindex Number Current Class Subbasin

This
Certi
be se
FAST TRACK ENGINEERING CERTtFiCATi©N
Permittee: Union County Board of Education
Project: Piedmont High Stadium Renovations
Complete and submit Ilk form to the permit Issuing regional office with the followings
• 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 paint, avaiiable storage if portable
generator(s) or storage greater than longest past three year outage *lability option selected) for any pump stations
permitted es part of this project
Changes to the project should be clearly identifiedon the record drawings or in written summary form. permit
�catt rna i r0Q:4 r.d for tig1Y ch1110.42 Moulting In f1 rn-comolianca ii this nerinikr auiat1Qns or
l Modifications should be,.flubraitte gI:tQr to certification,
ect shall not be considered complete nor allowed to operate until' the Division has received this Engineers
on and all required supporting documentation. Therefor!),It is NW* recornmended_that this certification
orov de; proof of recelat by the D ctaton.
Permit No. W tO0
Issue Date: 24
PERMtrrEE`a CERTIFICATION
the undersignedagentfor the Permittee, hereby state that this project has
far► cot s�t� pursuant to the applicable standards & requirements, the Professional Engineer below has
oovlded applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
aintain the wastewater collection system permitted herein orRprtions thereof,
'r
Printed Na
Title
naru;
CATION
© Partial cij<lnal
►+iri e+l �� . eriodically,
a duly registered Professional Engineer in the State of North Carolina,
ving been authorized to observe D weakly, 0 full time) the construction of the subject project
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
construcbon such that the construction was observed to be built within substantial compliance of this
15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
plicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
tune, and date:
The �tittee
wastewater flow made
Engineer's Certification
forcement actions.
SEND THIS FORM & SUPPORTING DOCUMENTATION
UIRED ATTACHMENTS TO THE FOLL©WING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
lb for tracking all partial certifications up until a final certification is received. Any
tributary to the wastewater collection system extension prior to completion of this
it be considered a violation of the permit and shall subject the Permittee to appropriate
DWR Use Only:
Flow from this project i
ibut: ry to:

�LAWRENCE
ASSOCIA7E5
TO,
NC Division of Water Resources
Water Quality Regional Operations Sect
Mooresville Regional Office
610 East Center Avenue, Suite 301
Moorseville, NC 28115
WE ARE SENDING YOU;
COPIES DATE NO,
Prints
Spediftca one
As -Built Plans Permit No, W000370
Fast Track Certification
CD with PDF's
THESE ARE TRANSMITTED as checked below;
for Approval
ARKS;
Please call if you have any questions or need any additional information.
COPY TO:UCP1A
File
Date
09/23/14
2249
Records
Piedmont High School
SIGNED
Ales
Other A..
C ""..awrence, PE, PLS
www.lawroncesurveyin.00m