WQ0040684_Application (FTSE)_20190305

Hazen UKTIED2 of 4o MMOUMa
DATE: JO
Febru 19 2019 32467-000
ATTENTION
B Love
RE
TO Charlotte Water Irvins Creek
Barry Lave Fast Track A lication
NCDEQ Mooresville Regional Office
610 E. Center Ave.Suite 301
Mooresville,NC 28115 UPS
WE ARE SENDING YOU , Attached Under separate cover via the following items"' aGN
❑ Shop drawings Prints Plans Q Samples Specifications
0 Copy of letter Change order Fast Track Application
COPIES DATE NO. DESCRIPTION
1 Fast Track Application t`
1 FTSE NIAR — 1 NI N
1 $480 Check
THESE ARE TRANSMITTED as checked below:
. For approval Furnish as submitted Q Resubmit copies for approval
For your use Furnish as corrected 0 Submit copies for distribution
As requested Revise and resubmit 0 Return corrected prints
For review and comment
0 FOR BIDS DUE a 20 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS
F
COPY TO n
SIGNED:
Eleanor K.Mierzej s
704-941-60
If enclosures are not as noted,,kindly notify us at once.

Hazen Hazen and Sawyer
9101 Southern Pine Blvd.Suite 250
Charlotte,.NC 28273.•704.357.3150
Mr. Barry Love
NCDEQ Division of Water Quality
610 E. Center Avenue
Mooresville, NC 28115
RE: Town of Wingate
Diane Street Gravity Sewer Extension MAR7[j1
Gravity Sewer Extension
01
H&S Project No. 32467-000
Dear Mr. Love,
Hazen and Sawyer (Hazen)was contracted by The Town of Wingate to provide professional engineering
services to design the Diane Street Gravity Sewer Extension. Subsequently, Hazen is hereby submitting a
Fast Track Application (FTA) on behalf of Town of Wingate for the extension of the Diane Street Gravity
Sewer. This project will extend the existing sewer 1,465 LF from the Diane Street Pump Station (to be
abandoned)to the Rays Fork Interceptor; however,this project does not increase the firm pumping capacity
of the existing pump station, and therefore, a zero flow increase is associated with this project.
The gravity sewer extension will provide gravity flow from the Diane Street Pump Station to
the Rays Fork Interceptor. This flow will be connected to the existing Rays Fork Interceptor
located near the Union County Sheriffs Department and Jail Facility.
We have submitted an Erosion and Sediment Control Plan to NCDEQ for this project and are awaiting
approval.
The following documents are included for the project to facilitate your review:
• Review fee check in the amount of$480
• Fast Track Application (FTA 04-16)
• Flow Tracking/Acceptance Form (FTSE 04-16)
• Site Maps (USGS Topographic Map and Street Level Aerial Map)
Please feel free to contact me if you have any questions at 704-941-6056 or via email at
em ierzeiewski(c).hazenandsawver.com.
We look forward to the favorable review of this application.
Sincerely,
H(,AZE 1 1N AND SAWYER
1" -'�
Ellie Mierzejewski, El
o cc: Patrick Niland,Town of Wingate
o Jim Struve, Hazen
hazenandsawyer.com

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
Application Number:fj /V b (to be completed by DwR)
All items must be completed or the application will be returned
rEl.3 2019
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Wingate(company,municipality,HOA,utility,etc.) '
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name:Patrick Niland per 15A NCAC 02T.0106(b) i d)Hi.'
Title:Town Manager
MAR m � 7.01A
4. Applicant's mailing address: 101 West Wilson Street
City:Wingate State:NC Zip: 28174 u' I
lr fit) , � I :_Pii .att uvF?L Ctt1�iCC
5. Applicant's contact information:
Phone number: (LO4)233-4411 Email Address:nnilandAtownofwingatenc.gov
II. PROJECT INFORMATION:
1. Project name:Diane Street Gravity Sewer Extension
2. Application/Project status: ®Proposed(New Permit) ❑ 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: Union
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.97325' Longitude: -80.45766'
5. Parcel ID(if applicable): _
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:James N. Struve License Number: 18179
Firm:Hazen and Sawyer
Mailing address: 9101 Southern Pine Blvd. Suite 250
City: Charlotte State:NC Zip: 28273-_
Phone number: 704)94.1-6056 Email Address: istruve(cDhazenandsawver.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: City of Monroe W WTP Permit Number: WO0024333
Owner Name:Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ_ Downstream(Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s)(if applicable): WQCS_
Owner Name(s):
FORM: ETA 04-16 Page I of 5

VT. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No NN/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEV)been attached?
❑Yes ❑No NN/A
3. If the Applicant is a Home/Proverty Owners'Association,has an Operational Agreement(FORM:HOA)been attached?
❑Yes ❑No NN/A
4. Origin of wastewater:(check all that apply):
N Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash
❑Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care. ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church ❑ Swimming Pool/Filter Backwash
❑Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
%Industrial(See 15A NCAC 02'P.0103(20))
"Is there aPretreatment Program in effect? ❑Yes ❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes N No
If yes,provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 021.0114(D) Daily Design Flow a,b No.of Units Flow
gal/ GPD
gal/ GPD .
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 0 GPD
a See 15A NCAC 02T .0114(b).(d),(e)(1)and(e)(2) for caveats to wastewater design flow rates(i.e., 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 G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 0 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,indicate why:
❑Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
N Flow has already been allocated in Permit Number: WO0033005 and WO0024333
f
❑Rehabilitation or replacement of existing sewer with no new flow expected
N Other(Explain): Existing pump station to be decommissioned,existing flow to be transferred to proposed sewer
E
II
FORM:FTA 04-16 Page 2 of 5
f

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
12 1,465
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHI. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude:
3. 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(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.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:
❑ Portable power source with manual activation,quick-connection receptacle and telemetry- 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(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.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS—(02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(M ®Yes []No
➢ 15A NCAC 02T.0305(D contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Se aration Required
Storm 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 vertical-reclaimed over sewer 18 inches
Reclaimed water lines horizontal-reclaimed over sewer 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS (except WS-I or WS-V),B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches 10 feet
An buildin foundation 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interce for drains 5 feet
Any swimming pools 10 feet
Final earth Erade(vertical) 36 inches
➢ 15A NCAC 02T.0305(a)contains alternatives where separations in 02T.0305(f)cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305(f)or(g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑No ❑N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑No ❑N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ®Yes ❑No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 1 05(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0105(c)(6), 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,stormwater management plans,etc.).
6. Does this project include any sewer collection lines that are deemed"high-priority?"
Per 15A NCAC 02T.0402,"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.
[:]Yes ®No ❑N/A
➢ 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 permittee or its representative at least once every six-months and inspections
documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. 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
If No,complete and submit the Variance/Alternative 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:
I, N. attest that this application for
(Professional Engineer's name from Application Item III.1.)
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 143-215.613, 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.
o00000000
North Carolina Professional Engineer's seal,signature,and date: ! - CAS °osAa
18179
I �����°00n.................J
3. Applicants Certification per 115A NCAC 02T.0106(b):
I, P4 rick h #;0,1d rcwq �Qnayen attest that this application for
(Signature Authority's name&title from Application Item I.3.)
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. I 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. I also understand that if all 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 143-215.6B, 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.
Signature: LAP— � Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
DiDepartment of Environmental Quality
INN't Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Wingate
Project Name for which flow is being requested: Diane Street Gravity Sewer Extension
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: City of Monroe Wastewater Treatment Plant
b. WWTP Facility Permit#: WQ0024333
All flows are in MGD
c. WWTP facility's permitted flow 10.4
d. Estimated obligated flow not yet tributary to the WWTP 0.991
e. WWTP facility's actual avg. flow 6.77
£ Total flow for this specific request 0
g. Total actual and obligated flows to the facility 7.761
h. Percent of permitted flow used 74.6%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
* The Firm Capacity(design flow)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,per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
***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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I 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 I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature Date
,rIYWA ! 014agr
Title of Signing Official
Page 2 of 6
FTSE 10-18

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 6
FTSE 10-18

Instructions for Flow Tracking form(FTSE)and Planning Assessment Addendum(PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit#: Enter the NPDES or Non-Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non-Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program,include flows allocated to industrial users who may not be using all of
their flow allocation.Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the W WTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow,MGD: Previous 12 month average.
£ Total flow for this specific request,MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d+e+f]
h. Percent of permitted flow used: Equals [(g/c)*1001
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15,2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6%
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. =0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow(D=B+C)and the available capacity(E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C)-
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(pf)of not less than
2.5.
If the available capacity(E) for any pump station is <0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg. Tributary Flow Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm/pf) MGD MGD Flow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895 0.758 0.472 0.135 0.607 0.151
Page 5 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is<0.
A planning assessment for Kaw Creek PS (see example data above)may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately 0.01 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:
The master plan and ten year capital plan contain recommended scone and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This proiect is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated,not vet tributary flows in amounts
that exceed the firm pump station capacities identified in Section II above.
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.
Page 6 of 6
FTSE 10-18

General Vicinity Map
Diane Street Gravity Sewer Extension
Town of Wingate
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SOURCE: GOOGLE MAPS NOT TO SCALE