WQ0044023_Application (FTSE)_20221229

State of North Carolina
Department i ionEnvironmental f WarRQuality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlsion of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: moo�gf)2,-� (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
Applicant's name: Town of Gibsonville (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑ General Partnership
❑ Federal
❑ State/County ® Municipal
3. Signature authority's name: Ben
Baxley per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 129 West Main Street
City: Gibsonville State: NC
Zip: 27249-
5. Applicant's contact information:
Phone number: [phone]
Email Address: bbaxley6Wbsonville.net
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Edinborough Phase 3, 4 & 5.
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pen-nit/Project
If a modification, provide the existing permit number: W000 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: W000
3. County where project is located: Guilford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.11932293' Longitude:-79.5535879'
5. Parcel ID (if applicable): 104893 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Anthony D. Lester License Number: 19773
Firm: Evans Engineering, Inc.
Mailing address: 4609 Dundas Drive
City: Greensboro State: NC Zip: 27407-
Phone number: 336 854-8877 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: East Burlington WWTP Permit Number: NCO023868
Owner Name: City of Burlington
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): W00042918
2. Downstream (Receiving) Sewer Information: 10 inch Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS W00042918
Owner Name(s): Town of Gibsonville
FORM: FTA 06-21 Page I of 5

Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/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 ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow a,b
No. of Units
Flow
Single Family Home (4 Bedrooms)
120 gal/ Bedroom
59
28,320 GPD
Townhouse Units (3 Bedrooms)
120 gal/Bedroom
32
11,520 GPD
gaV
GPD
gav
GPD
gal/
GPD
gal/
GPD
Total
39,840 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 .0I 14(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: 39,840 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
3,036 L.F.
SDR-35
8"
634 L.F.
DIP
101,
1,880 L.F.
SDR-35
101,
317 L.F.
DIP
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(l):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes [—]No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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 lI impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(fl or (e), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary infonnation identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. 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 must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undennines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Pennittine of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I. Anthony D. Lester , attest that this application for Edinborough Phases 3, 4, & 5
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item ll.l )
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,
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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC
North Carolina Professional Engineer's seal, signature, and date:
SEAL
19773 '=
11.g.2Z
3. Applicant's Certification per 15A NCAC 02T .0106(b): 2boorough
attest that this application for E Phases 3, 4, & _°
(Signature Authority Name frcFi Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application 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: Q Q
FORM: FTA 06-21 Page 5 of 5

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State of North Carolina
Department of EnvironmentalQuality
Division of Water Resources
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: Edinborough Phase 3/4/5
More than one FTSE tnay be reguiredfor a single project if the owner of the IVIIITP is not responsible for al[ 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 #: 00349
AllfTows are in MGD
c. WWTP facility's permitted flow 1.55
d. Estimated obligated flow not yet tributary to the WWTP .049
e. WWTP facility's actual avg. flow .659
f. Total flow for this specific request .039
g. Total actual and obligated flows to the facility .933
h. Percent of permitted flow used 60.2%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pomp 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 Pemtit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MOD 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): Highway 61 North Outfall
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.
Signing Official Signahore
%awn M41)
Title of Signing Official
Page 2 of 6
12114120; Z
FTSE 10-18

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State of North Carolina
%Flii> bt}sl 91r Ti��: � f^'.v:Il Jf3:A".
Entity Requesting Allocation:
Town of Elon
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Edinborough -Phase 3-5 (Gibsonville)
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible far all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you arc the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Elon Collection System
b. WWTP Facility Permit #: WQCS00226
Aff lows are in MGD
c. WWTP facility's permitted flow 0.900 Elon East Allocation
d. Estimated obligated flow not yet tributary to the WWTP 0.065640 - Elon East
e. WWTP facility's actual avg. flow 0.172 - Elon East
f. Total flow for this specific request N/A
g. Total actual and obligated flows to the facility 0.238 - Elon East
It. Percent of permitted flow used 26.5% - 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
Average
Approx.
Obligated,
Total
Pump
Daily
Current
Not Yet
Current Flow
Pump Station Station
Firm Flow**
Avg. Daily
Tributary
Plus
(Name or Permit
Capacity, * (Finn / pf),
Flow,
Daily Flow,
Obligated Available
Number) No.
MGD MGD
MGD
MGD
Flow Capacity***
TravisCreek 2.0 0.800 0.422 .114 0.536 0.264
* 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
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 JiQ adequate capacity to transport and treat the proposed new wastewater.
GibL Z12—
Page 2 of 6
FTSE 10-18

Town of Elon - East Plant (North) Allocation
East Plant - FY 21-22 Flows
Station Name
GPD
% of Allocation
Elon Flow
172,600
19.2%
East Plant Allocation
900,000
Travis Creek - FY21-22 Flows
Station Name
GPD
% of Station
Capacity
Travis Creek Pump Station
421,900
52.7%
Total Flow
421,900
Elon Metered Flow
204,400
Manning Meter Flow (GIB to Elon)
31,800
Elon Flow
172,600
Gibsonville Flow
249,300
W WTP - Allocated Flows - Non -Tributary
Project Name GPD
Shallowford Phase 1 & 2
18,600
Wexford
47,040
Total Allocated - Non Tributary Flows
65,640
Total Allocated - Non Tributary Flows - Gibsonville
49,080
Proposed Flows
Project Name
GPD
Edinborough Phase 3/4/5 - GIBSONVILLE 39,840
Elon Allocation + Tributary Flows
238,240
26.5%
Total Allocation Flows
154,560
17.2%
Total Pump Station Flows (Eton & Gib)
576,460
72.1%
Situation
GPD
% of Capacity
Peak Capacity of Station - Current
2,000,000
28.8%
Average Daily Flow Capacity- Current
800,000
72.1%

State of North Carolina
Department of Environment and Natural Resources
1 1r f` Division of Water Resources
Division or water nesoiirces 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: Edinborough Phase 3,4 and 5
More than one FTSE may be required for a single project if the owner of the WWII' 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 4: NC 0023868
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
In. Percent of permitted flow used
All flows are in MGD
12.00
1.821025
3.8360
(.03984) Gibsonville Allocation
5.657025
47.1%
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)
Obligated,
Total
Design
Approx.
Not Yet
Current Flow
Firm Average Daily
Current Avg.
Tributary
Plus
Pump Station Capacity, * Flow**
Daily Flow,
Daily Flow,
Obligated
Name GPD (Firmlpf), GPD
GPD
GPD
Flow
(E)=(A-D)
Available
Capacity***
Travis Creek 2.000,000 8,000,000 576,000 26,400 638,000 162,000
* 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 2.6.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity.-5 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
HWY 61 Outfall
Page 1 of 2 FTSE 10-18

III
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
Date
Page 2 of 2 FTSE 10-18

—Since 1974—
Surveyors Planners
December 22, 2022
Jenny Graznak
Assistant Regional Supervisor
NCDEQ
Division of Water Resources
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
RE: FTA — Edinborough Subdivision Phases 3, 4 & 5
Jenny,
Please find enclosed the FTA for the proposed Edinborough Subdivision Phases 3, 4 & 5
in Gibsonville, NC. The FTA includes the following:
1. One original and one copy of the FTA.
2. Application fee check for $480 made payable to NCDEQ.
3. FTSE form from the Town of Gibsonville, Town of Elon College & City of
Burlington
4. Site vicinity map and USGS topo map of the site and surrounding area.
The purpose of this application is to permit the sanitary sewer extension that will serve
this 91 lot subdivision (phases 3, 4 & 5). We have requested a flow of 39,840 GPD.
Please process for approval. Let me know if you have any questions.
Sincerely,
Anthony D. Lester, PE, PLS
Vice President
Evans Engineering, Inc.
NC Department of
Environmental Quality
.a .. Received
DEC 2 9 2022
Winston-Salem
Regional office
[.Ulu]