WQ0042992_Application (FTSE)_20211025

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W, ( q &. (to be completed by DWR)
All items must be completed or the application will be returned
I, APPLICANT INFORMATION:
1. Applicant's name: City of Mebane (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: Chris Rollins per 15A NCAC 02T .0106(6)
Title: City Manager
4. Applicant's mailing address: 106 East Washington Street
City: Mebane State: NC Zip: 27302-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
1I. PROJECT INFORMATION:
1. Project name: Stagecoach Corner
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 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: WQ00
3. County where project is located: Orange
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.108296 ` Longitude: -79.259377
5. Parcel ID (if applicable): PIN# 9825381359 & 9825286476 (or Parcel ID to closest downstream sewer)
1II. CONSULTANT INFORMATION:
1. Professional Engineer: Charles P. Koch License Number: NC #022634
Firm: EarthCentric Engineering Inc.
Mailing address: 204 West Clay Street
City: Mebane State: NC Zip: 27302-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I . Facility Name: City of Mebane WRRF Permit Number: NC0021474
Owner Name: City of Mebane
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I . Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch 5a Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00081
Owner Name(s): City of Mebane

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes ❑No El NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ®NIA
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)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malts)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming PooVFilter Backwash
❑ 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. Has a flow reduction been approved under 15A NCAC 02T .0I 14(ft? ® 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'"
No. of Units
Flow
Single Family Home, 3 bedroom
240 gaVday
35
8,400 GPD
Community House, 3 bedroom
240 gal/day
1
240 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
8,640 GPD
a See I5A NCAC 02T .01 14(b1. (d), (e)(I) and (e)12) 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 I5A 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: 11,044 GPD (per I5A 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:
ElRehabilitation or replacement of existing sewers with no new flow expected NC Dept of Environm
❑ Other (Explain):
ental Quality
Oct 2 ci 2371
Raleigh Reg1Onal Office

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"
1,059
SDR-35 PVC
8"
721
Ductile Iron
➢ 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: 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 Tess than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.b. ❑ 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 - 1 5A 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.

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .03051 fl & (st)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water 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 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 (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) 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 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/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 0 No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.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 I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(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?" 0 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.

X. CERTIFICATIONS:
1. Does the submitted system comply with l5ANCAC 02T, the Minimum Design Criteria for the Permitting, of Pump Stations
and Force Mains (latest version), and the Cirivily Sewer Minimum Design Criteria ( latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the reauest 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, Charles P. Koch , attest that this application for Stagecoach Corner
(Professional Engineer's name from Application Item II1.1.) (Project Name from Application Item II I )
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of pump Statois_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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Chris Rollins , attest that this application for Stagecoach Corner
(Signature Authority Name from Application Item 13) (Project Name from Application item ILI)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
[ understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. 1 understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. 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:
kOhalZi
Date:

'41vWon 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: City of Mebane
Project Name for which flow is being requested: Stagecoach Corner
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 Mebane NC Dept of Environmental Qua
b. WWTP Facility Permit #: NC0021474
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
h. Percent of permitted flow used
Alt flows are in MGCT 2 5 2021
2.5
0.443
1.705
0.00864
Rnicigh Regional Office
2.148
86%
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
N. Regional WQ0035831
Firm
Capacity, *
MGD
2.5
(A)
Design
Average
Daily Flow**
(Firm / pf),
MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
1.0 0.442 0.082
(D)=(B+C) (E)�A-D)
Total Current
Flow Plus
Obligated Available
Flow Capacity***
0.524 0.476
* 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)(4Xc) 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): Lebanon Road Outfall
Downstream Permit Number: WQ0024913
Page 1 of 6

III. Certification Statement:
I Chris Rollins 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.
g. toil gl.21
Signing Official Signature Date
0...i.-k„,iv\ci,A„yi
Title of Signing Official
NC Dept of Environmental Quality
OCT 25 2021
Raleigh Regional Office
Page 2 of 6

204 West Clay Street
Mebane, NC 27302
Phone: [phone]
Fax: [phone]
•
.�_ _ fat: n Engineedng, Inc,
Project: Stagecoach Corner
Phase: (Entire Project)
ECE Project # 18-045
Information provided by: Shawn C. Sidener
Page 1 of I
Cover Letter, wastewater flow calculations and project narrative for NCDEQ, Division of water
quality Fast -Track Sewer System extension application.
Project Narrative:
The Stagecoach Corner project consists of a new 35 lot subdivision with associated amenities,
public roadways, utilities, open space, drives, parking, etc. being built on two parcels with a
combined area of 15.92 acres. The homes will all be three -bedroom models and there is a three -
bedroom Community Home amenity. The site is located at 627 East Stagecoach Road, Mebane
North Carolina and is identified in Orange county as PIN#s 9825-28-6476 & 9825-38-1359 and
in Alamance County as PIN#s 9825-38-3403 & 9825-38-6635. The development of this
subdivision will require a public sewer extension to tie into the City of Mebane sewer system.
The gravity sewer extension for this phase will consist of 13 new manholes, 1,059 If of 8" SDR-
35 PVC pipe and 721 if of 8" Ductile Iron Pipe. The new sewer main will tie into an existing
City of Mebane 8" sewer main that is currently under construction as part of the Tupelo Junction
projectio the east of the site.
Wastewater Flows:
Mebane Residential — 80* gallons/day/bedroom with a 160* gallons/day min.
* See attached Flow Reduction Approval for the City of Mebane
35 homes x 3 bedrooms x 80 gallons = 8,400 gallons/day
+ 3-bedroom community house x 80 gallons/bedroom — 240 gallons/day
Total Wastewater Flow = 8,640 gallons / day
Items included with this package: (one original and one copy)
Cover letter
Application fee of $480.00
- Fast -track Application
Flow Tracking / Acceptance Form
- USGS Map
Street level Map
- City of Mebane Flow Reduction Approval
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'N1C Dept of Environmental Quality

4711
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 15, 2011
Robert L. Wilson
City Manager
City of Mebane
106 East Washington Street
Mebane, NC 27302
Subject: Mebane WWTP (NC0021474)
Flow Reduction Request
Alamance County
Dear Mr. Wilson:
On February 14, 2011, the Pretreatment, Emergency Response and Collection System (PERCS) Unit of
the Division of Water Quality received a flow reduction request for connections to the City of Mebane WWTP.
The letter requests an allowable flow rate of 80 gallons per day (gpd) per bedroom based on the evaluated data.
As daily WWTP data is not representative of the project area, the DMR data from the City of Mebane
WWTP (NC0021474) from January 2009 through December 2009 was evaluated to determine the peak sewage
month. The highest flow month was December 2009. Daily wastewater flows were recorded downstream of
the Holly Ridge Subdivision during December 2010. This data was reviewed by PERCS and Regional Office
staff.
Based on the data, the Division hereby grants a reduction in flow to 80 gpd/bedroom (minimum of 160
gpd for 1 and 2 bedroom residences) for sewer extension permits issued tributary to the City of Mebane
WWTP.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connection(s).
If you have any questions or comments regarding this matter, please contact Sarah Morrison at (919)
807-6310, or email [[e-mail]] or Deborah Gore, Unit Supervisor at [phone], or
email [[e-mail]].
•�p,/ Coleen H. Sullins
cc: Darrell L. Russell, P.E., Alley, Williams, Carmen & King, Inc. (via email: dntssellgawck.com)
Steve Mauney, Winston-Salem Regional Office (via email)
NPDES Unit, Permit File NC0021474
PERCS Flow Reduction File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] PERCS Unit FAX: [phone] Customer Service: 1.877-623.6748
Internet http:lloortal.ncdenr.orofweblwol PERCS Unit htW 1portal.ncdenr.orgfweb/wQ/swolpsloret
One
NoithCarolina

•
•
•
•
•
204 West Clay Street
Mebane, NC 27302
Phone: [phone]
Fax: [phone]
EarthCentric Engineering, Inc.
To:
NCDEQ, DWR
Date:
10/21/2021
Address:
Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
Project:
18-045 — Stagecoach
Corner: phase 1 & 2
Phone:
919-791-4200 NC Dept of Environmental Que
OCT 25 2021
Documents Enclosed:
lity
Item
Pages
Copies
_-- X<Q1G11,1i i\6iVli31 %JIM.
Description
1
1
2
Cover Letter & Narrative
2
8
2
Fast Track Sewer Application
3
2
2
Flow Tracking Form
4
1
2
USGS Map
5
1
2
Street Level Map
6
1
2
Flow Reduction Letter
7
1
1
Application Fee, Check #1532, $480.00
Instructions/Comments:
Enclosed is one copy and one original of all documents required for the Fast
Track Sewer Application. Thank you.
Transmitted Via:
FedEx
From:
Shawn Sidener
Title:
Office Manager