WQ0043674_Application (FTSE)_20220812

TRANSMITTAL
DATE:
TO:
COMPANY:
PHONE:
FROM:
PROJECT:
PROJECT#:
Copy to:
NC DepartrerelIont of !I'
Envlrorlpr�Mt.%dQuullty LIB
000 4
11 Aug 2022 AUG 1 Z fuzz
Lon Snider Winston-Salem Ballentine
NCDEO Diison oaer esources iW f tRRegional Office Associates, f A
v
336-776-9700
Drew Howe
Orange Drive Sewer Extension
121020.03
Name of Recipient(s) Transmitted Via:
Please find:
❑ For Review and Comment
�X For Approval
For Your Use
As Requested
For Your signature
The following items:
Transmitted via:
Fed Ex:
�x Standard (5 pm)
U.S. Mail:
First Class
Delivery:
Courier
Pick Up:
At BA Office
Integrity. Service. Results.
Enclosures:
❑ Express (10:30 am)
Priority (confirm/track)
Hand Delivered
Other
Copies
Date
Description
2
11 Aug22
Fast Track Sewer Application with Supporting Documentation
1
26 Jul 22
$480 Application Fee Check
Remarks:
■ Due Diligence ■ Land Planning ■ Civil Engineering ■ Surveying
221 Providence Road Eastowne Office Park Chapel Hill, NC 27514 919.929.0481 www.ballentineassociates.com

11 Aug 2022
NC Department of
Environmental Quality
Received
AUG 12 2022
Winston-Salem
Regional Office
Mr. Lon Snider
Regional Supervisor
NCDEQ Division of Water Resources
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
IFS Ballentine
LIJ Associates, PA
221 Providence Road 919.929.0481
Chapel Hill, NC 27514 ballentineassoeiates.com
Subject: Orange Drive Sewer Extension
Fast Track Sewer System Extension Cover Letter
Dear Mr. Snider,
The Orange Drive Sewer Extension project consists of the development of two residences
located on the east side of Orange Drive in Elon. The project includes construction of two single-
family houses with four bedrooms each. Daily wastewater design flow has been estimated to be 960
GPD (per 2T guidelines). An existing gravity sewer main is located along the east shoulder of
Orange Drive. An existing sewer manhole located on this main will be tapped and an 8" DI sewer
main will be extended to the project. A USGS Topo map, aerial image, and all applicable application
documents have been included.
Please don't hesitate to call me should you have any questions or if you require additional
information.
Yours very truly,
BALLENTINE ASSOCIATES, PA
Thomas "Lee" Price, P.E.
Engineer
0 PLANNING 0 CIVIL ENGINEERING ■ SURVEYING

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: no 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 ® Municipal ❑ Other
3. Signature authority's name: Richard Roedner per 15A NCAC 02T .0106ib)
Title: Town Manager
4. Applicant's mailing address: 104 S. Williamson Ave.
City: Eton State: NC Zip: 27244-
5. Applicant's contact information:
Phone number: QM) 584-3601 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Orange Drive Sewer Extension
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/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: Alamance
4. Approximate Coordinates (Decimal Degrees): Latitude: 36..093° Longitude:-79.505°
5. Parcel ID (if applicable): 8855039112, 8855039018 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Thomas Lee Price III License Number: 050768
Firm: Ballentine Associates, PA
Mailing address: 221 Providence Road
City: Chapel Hill State: NC Zip: 27514-
Phone number: 919) 929-0481 Email Address: Ieepnballentineassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Burlington W WTP Permit Number: NC23876
Owner Name: City of Burlington
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQ_
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System PermitNumber(s) (if applicable): WQCS000403
Owner Name(s): Town of Eton
FORM: FTA 06-21 Page 1 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 ®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 llome/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 .01 14(t)? ❑ 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(f))
Daily Design Flow a,n
No. of Units
Flow
4 - Bedroom Single Family Home
480 gal/day
2
960 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
960 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)(U 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.O1 l41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 960 GPD (per 15A NCAC 02T .01 14)
➢ 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 99 DIP
➢ Section tI & 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: Longitude: -
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 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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) & (e)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
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, W S-I waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 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(f) or (a). see Section XI of this application
*15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) 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 webpau*e
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/sealed 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 information 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: _ ® 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 undermines 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 Permitting 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
2. Professional Engineer's Certification: (�� Dr-Le
I, b�� CJ� %1—;"A'ftest that this application for ©�U11�1 G tU� t se-wo - EvLmim
(Professional Engineer's name from Application Item I11.I.) (Project Name from Application Item Il.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,
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 56.0701)
North Carolina Professional Engineer's seal, signature, and date: S ARO���/'/
E
050768
` % f2�, Jul 2 c
,,/���. 4S IEEP.........
3. Appl' lt'kCeStific7�c�,�4
err l5A NCAC 02T .0106(b): \
I, '�, attest that this application for ��rnoe;'r /,.Y. S�LdG/ e y L i S/ ai,
(S;gnature u rity Name from Application Item I.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 exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: i1h—Z
FORM: FTA 06-21 V Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources
t AA! t -1, Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 10-18)
Entity Requesting Allocation City of Burlington
Project Name for which flow is being requested: Orange Drive Sewer
More than one FTSE nuty be required for a single project if the owner of the WWTP is not responsible for all pump stations along
the route ofthe proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: South Burlington WWTP
b. WWTP Facility Permit #: NCO023876
Alt flows are In MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.420190
e. WWTP facility's actual avg. flow 7.353000
f. Total flow for this specific request (960) Elan Allocation
g. Total actual and obligated flows to the facility 8,773190
h. Percent of permitted flow used 73.11%
11. 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,
Average Daily
Approx. Not Yet Total Current
Pump Station Firm Flow**
Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm/pf),
Daily Flow, Daily Flow, Obligated Available
Number) GPD GPD
GPD GPD 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 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 W WTP where the Available Capacity s 0.
Downstream Facility Name (Sewer) : Great Alamance Creek Outfall
Downstream Permit Number: WQ0016327
1 of 6 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 addendu ns 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
S/
Date
2 of 6 FTSE 10-18

State of North Carolina
;! Department of Environmental Quality
Division of Water Resources
Di'llsioll of winter rl;.vmr<e. Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Elon
Project Name for which flow is being requested: Orange Drive Sewer
More than one FTSE stay be requiredfor a single project if the owner of the WWTP is not responsible far all pump
stations along the route of theproposed wastewater flow.
1. 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
0.000 - Elon East
e. WWTP facility's actual avg. flow
0.514 - Elon East
f. Total flow for this specific request
0,00096 - Elon East
g. Total actual and obligated flows to the facility
0.514 - Elon East
It. Percent of permitted flow used
73.5% - Eton East
H. 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,
Rump 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 Panning 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): Orange Drive Sewer
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 hndequate capacity to transport and treat the proposed new wastewater.
Title of Signing Official
Page 2 of 6
Date
W
FTSE 10-18

Elon FTSE Accounting Form - South Plant
2021 Calendar Year Flows
Berwick Meter
0.176
Michaels Branch Meter
0.413
Westbrook Meter
0.075
Total Flow
0.514
Allocated Flows - Non -Tributary
Total Allocated - Non Tributary Flows 0
Proposed Flows
Orange Drive Sewer 0.00096
Total Flows —514
Permitted Flows 0.700
Percentage of Permitted Flow 73.5�0

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