WQ0043267_Application (FTSE)_20220309

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.,
TRANSMITTAL
TO: NCDEQ DWR-Winston-Salem Regional Office Date:03/07/2022
Water Quality Section
450 W. Hanes Mill Road
Winston-Salem, NC 27105
ENCLOSED PLEASE FIND:
WE ARE SENDING UNDER SEPARATE COVER:
Project: Wexford
Reference:
Copies Sent To:
NC Department of
Enviro R ental Quality
MAR 0 9 2022
1, Winston-Salem
Regional Office
Job #:46308
Subdivision PH 1-2
COPIES
DATE
NUMBER
DESCRIPTION
2
1
Fast Track Sewer Application (FTA 04-16) Original & Copy
2
2
FTSE 10-18 (Burlington, Elon, and Gibsonville) Original & Copy
2
2
Cover Letter / Project Narrative
2
3
USGS map
2
4
Vicinity Map
1
5
Check for $480
2
6
Construction Drawings
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-532-3237 or sondra.lanssen(o�timmons.com.
Thank you,
Sondra Janssen
Project Manager
SIGNED:
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
FAX [phone]
TEL [phone]
Site Development I Residential I Infrastructure I Technology
timmons.com

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Elon (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County Z Municipal
3. Signature authority's name: Richard Roedner per I5A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 104 S. Williamson Ave
City: Elon State: NC Zip: 27244-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Other
II. PROJECT INFORMATION:
1. Project name: Wexford Subdivision Phases 1 & 2
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Alamance
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.122°Longitude: -79.526°
5. Parcel ID (if applicable): 8846-54-6133 / 8846-42-9966
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Zaccardo License Number: 22321
Firm: Timmons Group
Mailing address: 5410 Trinity Road Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Burlington East Burlington Permit Number: NC0023868
Owner Name: City of Burlington
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ N/A Downstream (Receiving) Sewer Size: 18 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00226
Owner Name(s): Town of Gibsonville
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ZN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ENo ZN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes 0No ®N/A
4. Origin of wastewater: (check all that apply):
Z Residential Owned 0 Retail (stores, centers, malls)
❑ Residential Leased ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect? 0 Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes 0 No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'b
No. of Units
Flow
4 - Bedroom lot
480 gal/lot
98
47,040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
47,040 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 47 040 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
0 Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,969
DIP
8
3,358
PVC
➢ 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
VIII. 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) & (g)
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
ZYes El No
Setback Parameter*
Separation 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
Any building 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 interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> 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 altemative 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
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
®Yes El No
5. Does project comply with 15A NCAC 02T.0105(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, Gt t tdlw2 VI• Z&eAM
Professional Engineer's name from Application Item III.).)
StiOtc ft D•t/ I'144-se5 I ¢ 2..
attest that this application for
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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, /Jane J bei3'ler towel moi4 P/, (-An attest that this application for
(Signature Authority's name i& title from Applicatioiilltem 1.3.)
„ino,
O .•••'esS,
�..Q-
:4
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:
Date: 471(4 zz
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 10-18)
Enity Requesting Allocation City of Burlington
Project Name for which flow is being requested: Wexford Subdivision Phase 1 and 2
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: East Burlington WWTP
b. WWTP Facility Permit #: NC 0023868
All flows are in MGD
e. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.879718
e. WWTP facility's actual avg. flow 5.0740
f Total flow for this specific request (0.04704) Elon Allocation 0.000000
g. Total actual and obligated flows to the facility 6.953718
h. Percent of permitted flow used 57.9%
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 : None
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Obligated, Total
Design Approx. Not Yet Current Flow
Firm Average Daily Current Avg. Tributary Plus
Pump Station Capacity, * Flow** Daily Flow, Daily Flow, Obligated Available
Name GPD (Firm/pf), GPD GPD GPD Flow Capacity***
Dry Creek 4,000,000 1,600,000 497,150 0 497,150 1,102,850
* 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 pumpstation 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 <_ 0.
Downstream Facility Name (Sewer) :
Downstream Permit Number:
Page 1 of 2 FTSE 10-18

Certification Statement:
I, W. Todd Lambert, P.E. 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 asssessment 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
City Engineer
Title of Signing Official
2-
Date
Page 2 of 2 FTSE 10-18

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Elon
Project Name for which flow is being requested: Wexford Subdivision - Phase 1 and 2
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: Town of Elon Collection System
b. WWTP Facility Permit #: WQCS00226
All flows are in MGD
c. WWTP facility's permitted flow 0.900 Elon East Allocation
d. Estimated obligated flow not yet tributary to the WWTP 0.0186 - Elon East
e. WWTP facility's actual avg. flow 0.180 - Elon East
f. Total flow for this specific request 0.047 - Elon East
g. Total actual and obligated flows to the facility 0.246 - Elon East
h. Percent of permitted flow used 27.3 - Elon East
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 Finn 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): Travis Creek Outfall (Gibsonville)
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Richard Roedner 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 h adequate capacity to transport and treat the proposed new wastewater.
Signing Offij al Signature Date
/ ow,q /r>✓uelate
Title of Signing Official CI
Page 2 of 6
FTSE 10-18

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Gibsonville
Project Name for which flow is being requested: For Elon's Wexford Subdivision Ph 1&2
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: Town of Gibsonville Collection System
b. WWTP Facility Permit #: WQCS 00349
All flows are in MGD
c. WWTP facility's permitted flow .750 GIB East Allocation
d. Estimated obligated flow not yet tributary to the WWTP .040 GIB East Alloc
e. WWTP facility's actual avg. flow .313 GIB East Alloc
f. Total flow for this,specific request .000 GIB East Alloc
g. Total actual and obligated flows to the facility .353 GIB East Alloc
h. Percent of permitted flow used 47.1% GIB East Alloc
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***
Travis
r , 2.0 0.800 .493 .0586 .551 .248
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 < O.
Downstream Facility Name (Sewer): Travis Creek Outfall (Gibsonville)
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Ben Baxley 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.
2/IZaZ2
Signing Official Signatu ate
%ewn al Mtnqjer
Title of Signing Official
Page 2 of 6
FTSE 10-18

Peak Capacity of Station - Current
Average Daily Flow Capacity- Current
Situation I GPD % of Capacity
Total Allocation Flows
Total Pump Station Flows (Eton & Gib)
Project Name
Total Allocated - Non Tributary Flows - Elon I 18,600
Proposed Flows
Total Allocated - Non Tributary Flows 40,080
Edinborough - Phase 1 and 2
Manning Crossing Phase 5 (partial)
Stone Ridge - Preserve (partial)
Project Name
Joseph's Claim - Phase 2, Section 3 (Parial)
Gibsonville Fbw 313,000
WWTP -Allocated Flows - Non -Tributary
Station Name
Travis Creek Pump Station
Total Flow
Eton Flow
Manning Meter Flow (GIB to Elon)
Travis Creek - FY20.21 Flows
East Plant Allocation 750,000 I
Station Name
Gibsonville Flow
Town of Gibsonville - East Plant (North) Allocation
East Plant - 2021 Flows
1000'009
000'000'8
353,080
551,680
4,800
3,600
GPD
2,400
493,000
493,000
209,000
29,000
GPD
313,000
,,
pea
% of Station
Capacity
61.6%
% of Allocation
41.7%
'Average Daily Flow Capacity -Current
Situation
Peak Capacity of Station - Current
Total Flows to South Plant 432,160 I 54.0%
Proposed Flows
Project Name GPD
Total Allocated - Non Tributary Flows I 1,080
(Savannah Glen Phase 4 - (Partial)
HWY 81/70 Water&Sewer Extension
Project Name
Ashley Woods Phase 3 - (partial)
WWTP -Allocated Flows - Non -Tributary
LGlbsonville Flaw -Back Creek 355,000
Gibsonville Flow- Westbrook 75,000
Description GPD
Total Flow - South 430,000
South Plant - FY 20-21 Flows
Gibsonville Flow 430,000
South Plant Allocation 800,000
South Plant - FY 20-21 Flows
Station Name GPD
Town of Gibsonville - South Plant Allocation
z
n
c
n
1,080
GPD
a
n
2

Elon FTSE Accounting Form - East Plant
Calendar Year 2021 Flows
Existing Flows
0.180
Total Flow
0.180
Allocated Flows - Non -Tributary
Shallowford - Phase 1 and 2
0.0186
Total Allocated - Non Tributary Flows
0.0186
Proposed Flows
Wexford - Phase 1 and 2
I 0.04704
Total Flows
I 0.246
Permitted Flows
I 0.900
Percentage of Permitted Flow
27.3%