WQ0038586_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
July 26, 2016
John K. Boal, UNCC Facilities Maintenance
University of North Carolina at Charlotte
UNCC Station
Charlotte, NC 28213
PAT MCCRORY
Ginvmor
DONALD R. VAN DER VAART
Seerooey
S. JAY ZIMMERMAN
Plrector
Subject: Permit No. W00038586
University of North Carolina at Charlotte
Student Union Sanitary Sewer
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Baal:
In accordance with your application received July 7, 2016, and additional information received on July 14,
2016, we are forwarding herewith Permit No. WQ0038586 dated July 26, 2016, to University of North
Carolina at Charlotte (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rescinded and shall be subject to the conditions and limitations as specified therein.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 II.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 §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 limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina J Enviro ui
Mooresville Regional Office 0 610
Quality I Water Resources I Water Quality Regional Operations
Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 &53 1 199

If you need additional information concerning this matter, please contact Barry Love at (704) 2 -2 43
or via e-mail at [e-mail].
Sincerely,
1R..%g-- by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Sean Mayo, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

Environmental
Quality
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
University of North Carolina at Charlotte
Mecklenburg County
for the construction and operation of approximately 60 linear feet of 8-inch gravity sewer and 1240 linear
feet of 12-inch sewer (sewer replacement), as part of the Student Union Sanitary Sewer project, and the
discharge of no new flow of collected domestic wastewater into the Charlotte Water existing sewerage
system, pursuant to the application received July 7, 2016, and additional information received on July 14,
2016, 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 Environmental Quality and considered a part of
this permit.
Thi permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
co ' ti•i _ : n• 'mi ations contained therein.
FA --by W. Corey Basinger, Regional Supervisor
Water Quality Regional. Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038586
Permit Issued: July 26, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
University of North Carolina at Charlotte 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 Charlotte Water Mallard Creek
Wastewater Treatment Plant in accordance with Permit Number NC0030210.
Permitting 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 and any Special
Conditions identified below.
SPECIAL CONDITIONS
No new 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. [15A NCAC 42T.0304(b)]
2. This permit shall become voidable unless the agreement between University of North Carolina at
Charlotte and Charlotte Water for the collection and final treatment of wastewater is in full force and
effect. [15A NCAC 02T.0304(h)]
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 Perrnittee, 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.S 143-21.5.1(d3)]
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.4110]
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 .0110]
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
Page 4 of 8

operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is nofrequired, the following performance criteria shall be met: (15A NCAC 02T .0108(b)]:
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, tine
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 1 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. (G.S. 143-215.1C(a1))
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. [15A NCAC 02T.0108(b)]
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 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 well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

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. [15A NCAC 02T .0116]
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 .0116]
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)]
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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
University of North Carolina at Charlotte
WQ0038586
Student Union Sanitary Sewer
July 26, 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.
PERIVIITTI„EIS 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
, as a dui registered Professional En ineer in the State of North Carolina,
having been authorized to observe (( periodically, weekly, (J 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 wfsignature & date:
0 Final 0 Partial {include description)
Certification Comments/Qualifiers (attach rf necessary):
State of North Carolina Environmental Quality I Water Resources Water Quality Regional Operations
Mooresville Regional officel 610 East Center Avenue, Suite 301 I Mooresville, North Cauolina'28115
704 663 1699

0
CL
w
THE UNIVERSITY OF NORTH
CAROLINA AT CHARLOTTE
STUDENT UNION SANITARY
SEWER PROJECT
SCO# 16-15764-01
CHARLOTTE, NC
JUNE 2016
Prepared by:
Gavel & Dorn Engineering, PLI..,C

ENGINE:EIUS SEAL#
EC"T" NA..
PROJF(C NUMBER:
R
Student Limon Sani arj Sewer Project
"harlot, NC
Co ID#16R '76 -01

ENGINE I R"a
LETTER. —
FAST TRACK APPLICATION FT, Id I H,>..
TRACKING "I IN ACCEPTANCE FI
SITE MAPS . ....
STREAM CLASSIFICATIONS._
FT'F {IIr..>...:.......,

1
1
Cover Letter
1

eGavel & Dorn Engineering, PLLC
June 17, 2016
NC Department of Natural Resou
Mooresville Regional Office
Water Quality Section
610 ECenter Avenue
Mooresville, NC 2811.5
Re: University of North Carolina at Carl Otte — Student UnionSewer
Gravity Sewer System Fast Track Application
Dear Reviewer:
On behalf of our client, University of North Carolina at Charlotte. Gavel : Dorn
Engineering, PLI.,C (G&I)) is pleased to submit the following documents for review
relating to the Student Union Sanitary Sewer project:
• (1) Check for application fee in the amount of $480.00;
(2) copies of Fast Track Application (1 original & I copy) and supporting docu-
mentation.
The Student Union. Sewer project involves the removal and replacement of 1 100 linear
feet of existing 8-inch main with a 12-inch main. The new 12-inch main will be in a
different alignment to minimize stream impacts. No additional flows are being proposed
as a result of this project. The 8-inch pipe is being upsized and relocated to a 1.2-inch for
two reasons, 1) it is undersized for the current flow and 2) the university would like to
prepare for any future development in the basin (though none is currently proposed).
The Student Union Sewer project will connect to an existing Charlotte -Water sanitary
sewer line via new service manhole on the trunk main. The existing 8-inch sewer
connection. to the Charlotte Water will be abandoned.
Please contact me at 704.724.5047 if you need any additional information for your
review.
Sincerealy,
GAVI_;1.._. & [.)OR.N FNC: INFFRIN(

Fast Track Application FTA 10-14
1

tw.L
Division of Water Resources
State of North Carolina
Department of Environniental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
0 3S5g6, (to br, completed' by DWR)
Ail items must be completed or the application will be returned
I. APPLICANT INFORMATION.
2,
Applicant's name: University of North Carolina at Charlotte (company, municipalit), HOA, utility:, etc.)
Applicant type: 0 Individual
Corporation 0 General Partnership
0 Privately -Owned Public Utility
El Federal Z State/County Municipal 0 Other
3. Signature authority's name: John k. Boal per NC,At„2 02
Title: Assistant Director/Desip Services/UNCC Facilities Maintenance
Applicant's .mailing address: UNICC Station
City: Charlottt State: NC Zip: '28213-
5, Applicant's contact information;
Phone number: [phone] Email Address; :thoall(kunceedu
11, PROJECT INFORMATION:
1. Project name: Student Union Sanitary Sewer
2. Application/Project status: Z Proposed (New Permit) 0 Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a. master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
LL Approximate Coordinates (Decirnal Degrees): 1 atitude: 5,309927Longitude; -80.736136'
5, Parcel ID (if applicable): 04931 102A
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1, Professional Engineer: Sean Mayo, PE License Number: NC 036837
Firm: Gavel & Dorn Engineeriag RELC
Mailing address: 6730 Freedom Drive
City: Charlotte State: NC Zip: 28214-
Phone number: [phone] Email Address; smayo(ikgaveldorn.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mallard Creek WWTP Permit Number: NC0030210
Owner Name: Charlotte Water
Vv. .RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
, Permit Number(): WQ
Downstream (Receiving) Sewer Size: 24 inch
System Wide Collection System Permit Number(s) (if appl icable):
Owner Name(s); charlotte_Natet
HT)RNI: FTA 04- I fi Page 1 of5

El Car Wash
LJ Hotel andlor Motels,
E] Swimming Pool /Clubhouse
El Swimming Pool/Filter Backwash
Z Other (Explain in Attachment)
Yes
No
pprNERAL REQUIREMENTS
. If the Applicant is a Privately -Owned Public Utility', has a Certificate of Public Convenience and Necessity been attached?
Z Yes No ZN/A
2, If the Applicant Os a Developer of ots be sold, has a De-, ,_.1:„ipei s )1 1, been attached?
El Yes ON°
3. tithe Applicant is a I thohhPruchhts ish% hhhh ssocialh„)n. has an Opemlional Ahhk,Ahh,111. been attached?
LEI Yes No ZN/A
4,. Origin of wastewater: (check all that apply):
0 Residential Owned
El Residential teased
11] School / preschool / day care
Z Food and drink facilities
Businesses / offices / factories
D Retail (stores, centers, malls)
Li Retail with food preparation/service
I] Medical / dental "'veterinary facilities
Eli Church
LJ Nursing Elaine
5. Nature of wastewater : 100 `)/0 Domestic/Commercial % Commercial
% Industrial (Sce 5„::\ ,::\O" 02T .0 103GO,i)
is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under it21:
), if yes, provide a copy of flow reduction approval letter
7, Summarize' wastewater generated by project:
Establishment Type (see 02'1,0 I 1,41())
Daily Design Flow
gal/
How
a See 15A ::,,n:At." ceif and ie•i(:,2) for caveats to wastewater design flow rates minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in Li.S.
b Per I 5A NCAC 0:2"F .0114(c), design flow rates for establishments not identified in table 15A AA„' 021 I ill shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9 GPD (per I \i 021 4)
Do not include future 'flows or previously permitted allocations
If permitted flow is zero, indicate why::
L Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
ID Flow has already been allocated in Permit Number:
Rehabilitation or replacement of existing sewer with no new flow expected
LI Other (Explain):
FOR : 'TA 04- I o
Page 2 of 5

GRAVITY SEWER DESIGN CRITERIA (If pplicahle) j00.3 & 7%11)(
Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Section 1.1 & Ill o the MDC for Permitting of Gravity Sewers contains information related to design criteria.
• Section HI contains information related to rninimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII PUMP STATION DESIGN CRITERIA (If Applicable) --_102:1r 0U & 1i)( ris
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: --
Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s), gallons per minute at feet total dynamic head (TEM)
5, Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet)
Material
6. Power reliability in accordance with \CA( 02,1 ti$05(iiiii ti:
LJ Standby power source or pump with automatic activation and telemetry - I5A NCAC 021 .0305(h)( 1 )(B)
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
• Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15.A NCAC 02T
.0305(h)( 1 )(C)
Or
El Portablepumping unit with plugged emergency pump connection and telemetry - 15A NCAC 021 .0305(h)( )(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
• lithe portable power source or pump is dedicated to multiple pump stations, an evaluation °fail the pump stations' storage
capacities and the rotation schedule of the portable power source or pomp,including travel tirneframes, shall be provided
in the case of a multiple station power outage,
FORM: FTA 04-10 Page 3 0.1'5

BACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .03050:
Does the project comply with all separations found in 15.;\ Nt',"\ 021 .u.,30511:1 & El Yes _j No
ISA NCA(' 02T.0305(f) contains minimum separations. that shall be provided. for sewer systems:
Setback Parameter* Separation .Required
Storni sewers and other utilities not listed below (vertical) 24 inches
Water mains (vertical -water over sewer including in benched trenches) 18 inches
Water mains (horizontal) 10 feet
Reclaimed water lines (ertica1 - reclaimed over sewer) 18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, 'WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking_water 100 feet
*Waters classified WS (except WS-1 or WS-V), B, SA, ORW, IIQW, or SB from normal
high water (or tide elevation) and wetlands (see item IN*2) 50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
2 feet
_ Anybuildingfoundation
Anv basem
e of embankment or cuts of 2 feet or more vertical_height
rainage systems and interceptor drains
Any swimming pools
F' al earth grade (vertical)
10 feet
5 feet
10 feet
if) feet
.5 feet
10 feet
36 inches
I 5A N(2,A(„' 02; „0„.0.A L) contains alternatives where separations in 0,Z111,31,..0(j) cannot be achieved,
• **Stream classifications can be identified using the Division's NC :',';urface Vji,iter Classilicin ions ',,vttv,aQ,e
`)> If -noncompliance with 021 0305( f) see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation)
1-oi See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria ,specified is utilized in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 5,A N(„1/1.(0.2IJ A10.)0?
:J. This would include Trout Buffered Streams per
4. Does the project comply with an individual 404 Permit or any 401 ('ertifications?
Wetland -related permits shall be requested, obtained, and adhered to for projects that
)> Information can be obtained from the 101 & :Buffer Perm ith."1 kra0C
5, Does project comply with [5A N,:„.,!\(.„ ; 0.105((:)01) (additional permits/certifications)?
No
Yes 1 INo
El Yes No
lands or surface kvaters
Yes
, No
Per l5A ()2 I'M I 1)Irs'j,c,:' (0, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stonriwater management plans, etc*).
Does this project include any sewer collection lines that are deemed "high -priority'?"
Per 1,5,), Nt„, At1.211..?,11041,i2, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Yes1 No
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and location,.
High priority,' lines shall be inspected by the perrnittee or its representative at least once every six-rrionths and inspections
documented per ISA NCAC 02'1.040300(5) or the permitee's individua! System -Wide Collection permit.
FORM: HA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
®Yes No
IfNo, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request Is required Prior to submittal of the Fast Track Application and supporting documents,
2. Professional Engineer's Certification:
1, 3 C 4. y / l !CtO /, attest that this application for
(Professional Engineer's name from Application Item 111. I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). 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 General Statutes 143-215,6A and 143-215.6E3, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
North Carolina Professional Engineer's seal, signature, and date: Mss4
0R
le.
:tk036&
SEAL ' r
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3. Appligent'Certification per I5A NCAC UT .0106(b):
}►iX,t, L'4is t hJ iv '01F t4 attest that this application for
(Signature Authority's name 8c title from Application Item L3.)
has been reviewed by me and is accurate and complete to the best any 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. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if ail required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be gui[ty ofa Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
FORM: FTA IN- I6
ktt—tt_ Date; i ' t I
Page 5 af 5

____ _ _-=_-_- .v. - -.---_ - ---- -,=-
pppr
Section VI (4)
Explanation of Origin of Wastewater:
All wastewater is from university campus. Typical campus wastewater flow is from dormitories,
educational facilities and dining halls.
Section VI (7)
Zero flow is allocated to the project. The project is a relocation/replacement of an existing main. As part
of the design, flow monitoring of existing main was completed to determine sewer flow in existing main.
Peak flow daily flow was determined to be 293 GPM during weekdays. Average daily flow was
determined to be 198 GPM during weekdays. Average daily flow was multiplied by a peaking factor of
2.5. Based on that value a 10" pipe was deemed sufficient. UNCC will install a 12" pipe in anticipation of
future expansion (not planned yet).

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0;-//1, ..c)r cif s' att:a'
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: UNC Charlotte
Project Name for which flow is being requested: Student Union Sewer Project
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: Mallard Creek WWTP
b. WWTP Facility Permit #: NC0030210
All flows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 0.402
e. WWTP facility's actual avg. flow 8.687
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 9.088
h. Percent of permitted flow used 75.7%
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***
* 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.
Downstream Facility Name (Sewer): Mallard Creek WWTP
Downstream Permit Number: NC0030210
Page 1 of 6
FTSE 04-16

I
1
III. Certification Statement:
I Carl Wilson 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 a hed planning assessment addendums for which I am the responsible party.
Signature othis form indicates acceptance of this wastewater flow.
Signing Q
r `lI ,
5Uk/
raj Signature
Page 2 of 6
07/O!(/e
ate
FTSE 04-16

8x11 Site Maps
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Ali

Stream Classifications
l

c
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Watershed Classification Attachment (WSCAS 01.-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location ID's for each different waterbody and
corresponding classifications should be recorded,
Include the completed farm and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
fittplZportalsKdenr.orgivvebiwgfrome/ro
Location
ID
1
Name of Waterbody'
Toby Creek,
River Waterbody Stream
Basin ndex No.
Yadkin 13-17-5-4
F_VfeDte_
Waterbody
Classification
If unnamed, indicate "unnamed tributary to X'', where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief,
PE Seal, Signature and Date

NC Surface Water Class]
LINCC
IP1#"� lsrT,r p <t

Central Fifes: APS ^ SVVP
7/25/2016
Permit Number WQ0038586 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
0
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Student Union Sanitary Sewer
Location Address
Owner
MaJorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
University of North Carolina at Charlotte
Dates/Events
Owner Type
Nan-Govemment
Owner Affiliation
Philip M. Jones
9201 University City Blvd
Charlotte NC 28223000
Orlg Issue
7/26/2016
App Received Draft Initiated
7/7/2016
Scheduled
Issuance
Public Notice Issue
7/26/2016
Regulated Activities Requested /Received Events
Effective
7/26/2016
Expiration
Institution, other Additional information requested 7/8/16
Wastewater colledion Additional information received 7/14/16
Outfall
Waterbody Name Streamlndex Number Current Class Subbasin

Gavel. & Don Engineering, PLLC
.February 1.4, 2017
Mr. Barry Love
NC Department of Natural Resources
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Re:. WQ0038586
Uniiversity of North Carolina at Charlotte — Student 1 lrtion Sewer
Gravity Sewer System Fast Track Engineering Certification
Mr. I.,ove:
Attached are the following documents requited for the ingineerin Certification related
to Permit No. WQO038586.
• (I) copies of Fast Track Sewer Engineering (( `ertification;
• (I) copy of sealed survey as-builts of the plan & profile for the constr ueted sewer
mains.
Please contact me at 704.724.5047 if you need any additional information for your
review.
Sincerely,
GAVE & DORN ENGINI I,:RING, PLLC
Sean Mayo, P.L.

Water Resources
Environmental Quality
February 17, 2017
John K. Boal, UNCC Facilities Maintenance
University of North Carolina at Charlotte
UNCC Station
Charlotte, NC 28213
SUBJECT: Final Engineering Certification Acknowledgement
Project: Student Union Sanitary Sewer
Permit No. WQ0038586
Permittee: University of North Carolina at Charlotte
County: Mecklenburg
Dear Mr. Boal:
ROY COOPER
Goi error
MICHAEL S. REGAN
Secretary
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 16, 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
http://portal,ncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely, •
Barry Love
Environmental Specialist
cc: Sean. Mayo, P.E., (Gavel & Dorn Engineering, PLLC, P.O. Box 1791, Denver, NC 28037)
Central Files
MRO
�Nothfng Cornpares:-. -
State of North Carolina I Environmental Quality I Water Resources l Water Quality Regional Operations
Mooresville Regional Office E 610 East Center Avenue. Suite 301 1 Mooresville, North Carolina 28115
704-663-1699

rTRACK SE
PERMITTEE:.
PERMIT #:
PROJECT:
ISSUE DATE:
ER ENGINEERING CERTIFICATION
University of North Carolina at Charlotte
WQ©G38586
Student Union Sanitary Sewer
July 26, 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
to the applicable standards & requirements, the Prole
design/construction information to the Permittee,
the wastewater collection system permitted herein
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
nal Engineer below has provided applicable
mittee is prepared to operate & maintain
ons thereof.
ecT,i d i /
Printed Name, Title
U
ignatu
ENGINEERS CERTIFICATION
Date
sional Erneer in the State of North Carolina,
having been authorized to observe eriodically, eekly, full tirne) the construction of the
project name and location as refere ce 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.
ec'rGt , as a ul registered P
North Carolina Professional Engineer's Seal w/signature & date:
D Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina Envtrc n nental Quality 1 Via ter Ream
ty Re&Fonal Cilteratron
Moorestiil le Regional Offteelt,t0 Est Center Avenue, Sad 30 I Muoresviimea„ North Caroli