WQ0043587_Revised Application (FTSE)_20220809

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: W U UU 43 Jj 7 (to be completed by DWR)
All items musl be comtpleted or the aimlication 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.0 106(,
Title: City Manager
4. Applicant's mailing address: 10613. Washiut,,ton Street U
City: Mebane State. NC Zip: 27302- V "1
5. Applicant's contact information: 0 t )
Phone number: [phone] Email Address: crollins(a,cdyofinebae.coin
1� e�
11. PROJECT INFORMATION:
1. Project name: I I"' Stmet Awl mews
2. AppIication/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 County
4. Approximate Coordinates (Decimal Degrees). Latitude: 36.090654' Longitude:-79,257039"
5. Parcel ID (if applicable): 9825-41-0961 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Timothy A. Smith License Number: 030517
Firm: Summit De upi and I;Tteineorinsr Services
Mailing address: 320 F-WCUONT Court
City: Hillsboroueh State: NC Zip: 27278
Phone number: 919) 732-3883 Email Address: tier smit't a survnitdt• can
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: WRRF Permit Number: NCO021474
Owner Name: Ci1y of Mebane
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ.
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00081
Owner Name(s): City of Mebane
FORM: FTA 06-21 Pagel 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 ® NiA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational ASreement I FORNI: Q V I been attached?
❑ Yes ❑ No ® N.`A
1 If the Applicant is a Home+Property Owners' Association, has an I IOA. POA Qperiltional Agrccmem I FORK jLQAJ 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 1 veterinary facilities ❑ Swimming Pool:'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoolfFilter Backwash
❑ Businesses -'offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic 0 % Commercial 0 % 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 ,01 14(f)? ❑ Yes ® No
If yes, provide a cony 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
48 one and two bdrm apartment units 120
dfbdrm
240 gal.:day min.
48
11,520 GPD
gab'
GPD
gall
GPD
gal"
GPD
gall
GPD
gal?
GPD
Total
7,680 GPD
Rev. 8/9/2022
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.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 11,520 GPD (per 15A NCAC 02 F .01 14) Rev. 8/9/2022
➢ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021 .030S & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) ( Length (feet) j Material
1 8 1 196 I DIP I
➢ Section 11 & 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 & .Nil)( (1'ttmtf tit;uians+l'urcc ��luins}:
I'RQV11)L A SL:1'AILn11: COPY OI"IEIIS PAGI: FOR 1 r\Itli_I'E,ii4P S I,11'ION lNC1,,lJ{)I 1� ]1d;11([S.I'iLUJCCT
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: `-_ n-dIlions 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. I .b. ❑ Grinder Pump ❑ MechanicaI Bar Screen ❑ Other (please specify)
b_ Power reliability in accordance with I �,1 NCAC 021' .00�fiAjj:
❑ 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 as 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 separationsialternatives found in 15.'1 NCAC 02-f .0305t!).&.(" ® 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
ZWater 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-1 waters of Class I or
Class 11 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)
t0 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
7 if noncompliance with 023'.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02 r.0305(t') 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 webnage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ N?A
i 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 ❑ N1A
7 Please provide supplementary information identifying the areas of non-conformance.
7 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 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.
Rev. 8/9/2022
6. Does project comply with 15A NCAC 02T.0 1 05(c)(6) (additional permiWcertifications)? ® Yes [:]No
Per 15A NCAC 02T.0 I 05(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:
I. Does the submitted system comply with 15A NCAC 02T, the 111[ninulnl Design Criteria !s?r Nile- 1'clrnLttmUot, I'll IIIL) titallims
aped I (.I Lc \;.gals ([,IIcst rr ion] and the Gr i%u� 5en-vr Mminutin Dc: ign ( rtteria (Inlem Ncr,tunl 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. A )roval of file rec nest will he issued
concurrently with Cite amiroval of the ttermil, awl projects requiring 111 variance approval may be subject to longer
review limes. For pwo6eets requiring hvo or snore variances or where the variance is delertnined by the Division to be a
ciLutificani-gur_tion of the proiccl. Cite full technical review i. renuu S lrcfl.
2. Professional Engineer's Certification:
I, _Timothy A. Smith. PE _ , attest that this application for _1 l's Street Apart[ 1 1
(Professional Engineer's name from Application Ilem tll.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,
A4ultIl3iIuti Duslell (. riten't for Ora%tty S,:NNe :s (_htc.t te•rmt,n}, and the J1t11131ni.1111 Detili!11 S_i'ge1:L.1 f01- Ills I I'cr❑liam.,
or-I'tl[)A] ! Slu(iorts and i orce_,ti_ lams thousI verston). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. 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:
SEE L
4/11/2022
Appli .nt's Ce ification r 15 CAC 02T .01.06(b)-
I, 4. attest that this application for 11 th Street Apartments
(Signature thonty Name from Al+phcalKw, Item 1.3.1, (Project Name from Application Item It. 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ �W '"r Date:�����_�
FORM: FTA 06-21 Page 5 of 5

Dept afEavironmental Qualit
State of North Carolina
AN -3 2ov Department of Environmental Quality
' - Division of Water Resources
to . . W.% n Raleigh Regional 4ffiFbw Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Mebane
Project Name for which flow is being requested: Eleventh Street Apartments
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Mebane
b. WWTP Facility Permit #: NC0021474
All flows are in MGD
c.
WWTP facility's permitted flow
2.5
d.
Estimated obligated flow not yet tributary to the WWTP
0.424
e.
WWTP facility's actual avg. flow
1,692
f.
Total flow for this specific request
0.00768
g.
Total actual and obligated flows to the facility
2.124
h.
Percent of permitted flow used
85%
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.
(A)
Design
Average
Daily
Firm Flow**
Capacity, * (Finn I pf),
MGD MGD
SERegional 2.500 1.002
(B)
Approx.
Current
Avg. Daily
Flow,
MGD
0.228
(C)
(D)=(B+C)
(E)--(A-D)
Obligated,
Total
Not Yet
Current Flow
Tributary
Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.138
0.366
0.634
* 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): City of Mebane
Downstream Permit Number: W20038635
Page I of 6
FTSE 10-18

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.
Signing Official Signature
C
Title of Signing
Date
Page 2 of 6
FTSE 10-18

SUMMIT320 Executive Court, Hillsborough, NC 27278
DESIGN AND ENGINEERING SERVICES Phone // 919.732.3883 Web // www.summitde.net
Project:
SDE Project #:
Information Provided by:
Fast Track Sewer Application
Cover letter
Eleventh St. Apartments
20-0162.010
Timothy A. Smith, P.E.
August 9, 2022
Contents:
Cover Letter, wastewater flow calculations and project narrative, Division of Water Resources
Fast Track Sewer System Extension application and attachments.
Project Narrative:
Eleventh Street Apartments consists of three proposed 2-story buildings with 16 units in each,
for a total of 48 units. The units will be a combination of one- and two -bedroom units. The project
will also include the construction of parking lots, an access drive and an amenity area with a
shelter, dog park, play field and playground/tot lot. The site is located on South Eleventh Street
in Mebane, North Carolina and identified with Orange County Parcel PIN #9825410961. The
development of this site will require a public sewer main extension along the west side of
Eleventh Street and will then be bored under Eleventh Street to reach the site. This extension will
include 2 new manholes and 196 If of 8" SDR-35 PVC pipe.
Wastewater Flows:
48 one- and two -bedroom apartment units @ 120 gpd/bdrm (240gpd min.) = 11,520 gpd
(per 15A NCAC 027 .0114 Wastewater Flow Rates)
Total Wastewater Flow=11,520 gpd -Fe L.K e
Items included with this submittal: (one original and one copy)
• Cover Letter
• Fast Track Form and $480 fee check
• Flow Tracking Form
• Site Maps (USGS and Google Street Map)
i. 8/9/2022
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USUMMIT
DESIGN AND ENGINEERING SERVICES
LETTER OF TRANSMITTAL
320 Executive Court, Hillsborough, NC 27278
Phone /f 919.132.3883 Web // www.summitde.net
TO: NCDEQ - Division of Water Resources DATE:6/2/2022 I PROI. NO.:20-0162
3800 Barrett Drive, Suite 100 RE: Eleventh Street Apartments
Raleigh, NC 27609 Fast Track Sewer Extension Application
Scott Vinson NC Dept of Environmental Quulit'
ATTN: ��ii
919-791-4200 A N -3 2022
TRANSMITTED VIA: Fedex
Raleigh Regional Office
WE ARE SENDING YOU:
COPIES
DRAWING
DATE
DESCRIPTION
[ I
C-1 thru LS-1
4/4/2022
I Eleventh St. Apartments Construction Drawings
1 I
N/A
6/2/2022
Cover Letter
! I
N/A
4/ 11 /2022
I Fast Track Sewer Application
1
N/A
3/21 /2022
I Flow Tracking Form FTSE
l
N/A
N/A
I Google Maps Site Location Map
1
N/A
N/A
I NCGS Quad Map Site Location
I
N/A
5/2612022
I $480 Fee Check
1
N/A
6/2/2022
CD Disk with Digital Files
TRANSMITTED
For Approval As Requested For Your Use For Review and Comment
COMMENTS:
E„yr 9�a41..ewr A 4.r.
COPY TO: _ i� SIGNATURE: Timothy A. Smith

�.;A
3�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Robert L. Wilson
City Manager
City of Mebane
106 East Washington Street
Mebane, NC 27302
Subject: Mebane WWTP (NCO21474)
Flow Reduction Request
Alamance County
Dear Mr. Wilson:
Coleen H. Sullins
Director
March 15.2011
Dee Freeman
Secretary
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.
Reyzardless 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 [Sarah. [e-mail]] or Deborah Gore, Unit Supervisor at [phone], or
email [Deborah. Gore@ncdenr. gov].
Sincerely,
r
-p� Coleen H. Sullins
cc: Darrell L. Russell. P.E., Alley, Williams, Carmen & King, Inc. (via email: [e-mail])
Steve Mauney, Winston-Salem Regional Office (via entail)
NPDES Unit, Permit File NCON 1474
PERCS Flow Reduction File
1617 Mail Service Center, Raleigh, North Cardin 27599.1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: 919,807-630D t FAX:919�807-6492 i PERCS Unit FAX: 919-W7.64891 Customer Service: 1.877-623-6748 No hCarol ina
An Equal Opportuni�tAfi�rmalive Action Emnprope FRCS Unit: http:llporlar.ncdencorgNreblwgf'swWasloret NatumilJ