WQ0040653_Application (FTSE)_20181217

State of North Carolisaa .
DWR
Department of Environmental Qtaality.
Division of Water Resources
ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Qlo be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: City of Mebane (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation rp El General Partnership El Privately -Owned Public Utility
❑ Federal ❑ State;County ® Municipal ❑ Other
3. Signature authority's name: David Cheek per M NCAC 02T .0106(b)
Title: Ci1y Manag
ger
4. Applicant's mailing address: 106 E. Washington Street
City: Mebane State: North Carolina Zip: 27302-_
5. Applicant's contact information:
Phone number: (2L9) 563-5901 Email Address: dcheek(@,ciiyofmebane.com
II. PROJECT INFORMATION:
1. Project name: Townes at Oakwood Square
2. AppiicatioWProject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date:
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: 36.083356 Longitude:-79.257438
5. Parcel ID (if applicable): 9824491111 0
(or Parcel ID to closest downstream sewer) �. V
0
I11. CONSULTANT INFORMATION: W rn
ev <
1. Professional Engineer: Barret Hagen License Number: 30469 qp• ti o•
o
Firm: Hagen Engineering. PA
Mailing address: 3859 Battleground Ave. Suite 300 Qo
City: Greensboro State: NC Zip: 27410- q
c� y
ra
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mebane WWTF Permit Number: NC 0021474
Owner Name: City of Mebane
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable : WQCS00081
Owner Name(s): City of Mebane
FORM: FTA 04-16 Page I of 5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORNIATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Reciional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] 1
INSTRUCTIONS FOR FORNI: FTA 04-16 & SUPPORTING DOCUNIENTATION Pa­C 3 ol-3

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owncd 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 Develoner's Operational Awreement (FORM: DEV) been attached?
[:]Yes [:]No ®N/A
3. If the Applicant is a Home/Proverty Owners' Association_ has an Operalinnal A ,regiment FORM: HOA I been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / denial / 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 % Commercial
% Industrial (4ee 15A NCAC- 021.()1 03g2_01)
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 021.01 14 ? ❑ Yes ® No
T- If yes, Provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow °'"
No. of Units
Flow
i & 2 bedroom unit
160 gal/day
11
1,760 GPD
3 bedroom unit
240 gal/day
73
17,520 GPD
Pool
10 gal/persom
30
300 GPD
gall
GPD
gall
GPD
gale
GPD
Total
19,580 GPD
a See I5A NCAC 02T .01 14(b),t&.(Of I) and fek2) 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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14141 shall
be determined using available flow data, water using fixtures, occupancy or ope Lion patterns, and other measured data.
8. Wastewater generated by project: 19.580 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEINER DESIGN CRITERIA (If Applicable) - f)_' r ,()31)5 & liI)C t(.ra%in ti«<ers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
x
215
DIP
x
22101
Pvc
L 1
% Section I1 8- 111 of the hIDC for Permitting of Gravity Sewers contains information related to design criteria
% Section III rontams information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a Violation of the MDC
Fill. PUMP STATION DESIGN CR]TER1:\ (if.%pplicablc) — t)3'1' .()3()5 S MDC ♦ ains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name. _,_
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -�
3. Design (low of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) ofthe pump(s): gallons per minute at feet total dynamic head ('rDH)
5. Summarize the force main to be permitted (for this Pump Sttttion):
Sire (inches) I Length (feet) I Material
6. Power reliability in accordance with IS V' V* 0-IT .tt_05th1r I is
❑ Standby power source or pump wvith automatic activation and telemetry - 15A NCAC 02T .0305(h)(I )(B)_
% Required for all pump stations with an average daily flow treater than or equal to 15.000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day
❑ Portable potter source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
-0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(c).
% It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft ak;rcement)
and is compatible with the station.
% It' the portable power source or pump is dedicated to multiple pump stations, an e%aluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case ofa multiple station power outage.
I:OIZM: FTA 04-16 Pale 3 ol'5

IX.: -SETBACKS & SEPARATIONS— (02B .0200 & I5A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305ff3 & t
® Yes ❑ No
i 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
I8 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
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 (see item IX.2)
50 feet
10 feet
"Any other stream, Iake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
5 feet
Any basement
10 feet
Top slo a of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
Final earth grade (vertical)
10 feet
36 inches
D I5A NCAC 02T.0305(g contains alternatives where separations in n2T.0305(f} cannot be achieved.
> **Stream classifications can be identified using the Division's NC SurFace Water Clamit3catictns_webpa e
> If noncompliance with 02T.0305(f) or (P-1, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N A
)• Seethe Division's draft separation requirements for situations where separation cannot be meet
i No variance is required if the alternative design criteria specified is utilized in design and construction
Y As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B _0200? ® Yes ❑ No ❑ N A
Z This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage.'authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I5A NCAC 02T.0lW4c1L6) (additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC.02T;0105fc1(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N'A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Mebane
Project Name for which flow is being requested: Townes at Oakwood Square
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
b. WWTP Facility Permit #: NCO021474
All flows are in MGD
c. WWTP facility's permitted flow 2.5
d. Estimated obligated flow not yet tributary to the WWTP 0.6620
e. WWTP facility's actual avg. flow 1.228
£ Total flow for this specific request 0.020620
g. Total actual and obligated flows to the facility 1.91062
h. Percent of permitted flow used 76.4%
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)
Design
Pump
Average Daily
Approx.
Station
Firm
Flow**
Current Avg.
(Name or
Capacity, *
(Firm / pl),
Daily Flow,
Number)
MGD
MGD
MGD
LJRogers
0.141
0.056
0.002
GE
0.72
0.288
0.12475
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0
0.002
0.054
0 _
0.12475
0.16325
-*-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 pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): City of Mebane
Downstream Permit Number: WQ0019731
Page I of 6
FTSE 04-16

Ill. Certification Statement:
I David Cheek 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 indicates acceptance of this wastewater (low.
Signaf lure
7lz LI/, p
Date
Page 2 of 6
FTSL 04-I6

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H HAGEN
ENGINEERING, PA
City of Mebane
106 E Washington St
Mebane, NC 27302
919-563-3629
3859 Battleground Ave, Suite 300 Phone: [phone]
Greensboro, NC 27410 [e-mail]
RE: Townes at Oakwood Square
City of Mebane Submission
Public Sewer Permit
Cover Letter
December 6, 2018
The purpose of this cover letter is to outline the contents of this Public Sewer Permit
application package as well as to provide of a summary of the project to which is pertains. The
Townes at Oakwood Square is an 84 unit, townhouse development with an associated pool
which will require an estimated peak flow of 19,580 GPD for utility consumption. The project will
be entirely comprised of public, gravity sewer. In terms of public sewer, this project will be have
2210 LF of 8" PVC and 215 LF of 8" DIP. Within this submittal package you will find the
following items:
1) $480 check for the Public Sewer Permit
2) One completed DWR Fast Track Sewer System Extension application
3) One 8.5" x 11" USGS Topo Map
4) One street level map (aerial)
5) Flow Tracking Form
Thank you,
Nolan Franz, EIT
Hagen Engineering, PA
540-539-0617

N t. Department of
Environmental Quality
Received
HAGEN
ENGINEERING, PA
DEC 11 2018
Winston-Salem
Regional Office
TO: Attn: Justin Henderson
NCDEQ - Water Quality Section
450 W. Hanes Mill Rd. Suite 300
Winston Salem, NC 27105
336-776-9800
PROJECT: Townes at Oakwood Square
PLEASE FIND ATTACHED:
ITEM
TRANSMITTAL
DATE: 12/6/2018
DATED
2
Flow Tracking Form
7/24/2018
2
DWR Fast Track Sewer Extension app
11/1/2018
2
Cover Letter
12/6/2018
2
8.5" x 11" USGS topo map
n/a
2
Street level map (aerial map)
n/a
1
Application Fee (Chk #15826)
10/26/2018
Nolan Franz E.I.T
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Hagen Engineering, PA PO Box 14851 Greensboro, NC P-336-404-9796 [e-mail]

ffV
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
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:
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 DN1R data from the City of Mebane
WWTP (NC0021474) from January 2009 through December 2009 «as evaluated to determine the peak sewage
month. The highest flow month was December 2009. Daily waste«ater flows were recorded downstream of
the Holly Ridge Subdivision during December 20M. This data was reviewed by PERCS and Regional Office
staff.
Based on the data. the Division hereby grants a reduction in floe 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.
Reaardless of the adjusted design daily wastewater flow rate. at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES vermit for the treatment facility or exceed the capacity of the
sewers downstream of anv 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.Morrison ct ncdenr.gov] or Deborah Gore, Unit Supervisor at [phone], or
email [[e-mail]].
Sincerer.
_�,( Coleen H. Sullins
cc: Darrell L. Russell, P.E., Alley, Williams, Carmen K King. Inc. (via email: dtussell �tawck.corn)
Steve Mauney, Winston-Salem Regional Office (via email)
NPDES Unit, Permit File NCO021474
PERCS Flow Reduction File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
Location 512 N Salisbury St Raleigh. North Carolina 27604
Phone: 91"07$3001 FAX [phone] PERCS Unit FAX. [phone] C_stomer Service 1-877-623.6745 Noort-
th Carol i n a
Internet hn .!l�nal.ncdenr.orQhveb� PERCS Unit htt .ti nal.ncdenr.orctwebtw ,sw s1 ref �/ L ;/ V%t1/rally
An Equal Opportunity 1 Affirmative Anion Emt Byer

Cashion, Ted
From: Franz Molt <[e-mail]>
Sent: Friday, February 15, 2019 7:44 AM
To: Cashion, Ted
Cc: Robinson, Jason
Subject: RE: [External] RE: Townes at Oakwood Square fast track sewer extension application
�•'-'r External email, Yd not-clicklinks or open attachments unfessyou,verify. Send all suspicious emall!as an attachment -to
Ce�orts�iamnc.�av --
Ted,
Each townhome is on a single lot with a single %" water service and 4" sewer service. The services connect to proposed
public mains in the street that the city will own and maintain when completed and certified.
Please let me know if there are additional questions and sorry to be so late getting back with you (i was tied up in a
meeting all day).
Thanks,
Franz
From: Cashion, Ted (mailto:[e-mail]]
Sent: Thursday, February 14, 2019 8:51 AM
To: Franz Molt <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: RE: [External] RE: Townes at Oakwood Square fast track sewer extension application
Thanks Franz. One question, do the townhomes have their own separate utility lines? Or are the utility lines shared, as
in an apartment complex?
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

From: Franz Halt <fholt cit ofinebane.com>
Sent: Thursday, February 14, 2019 7:35 AM
To: Cashion, Ted <[e-mail]>
Subject: FW: [External] RE: Townes at Oakwood Square fast track sewer extension application
External email. Do not click -links or open attachments unless you verify. send'all susplcious email as a'n'attachment to
rcnoal.s arm �n�d v
Ted,
Please consider the attached flow reduction letter before changes are made to the permit application and FTSE
form. The City has been completing FTSE forms and sewer application extensions at 160 gpd for 1 and 2 bedroom
residences and 240 gpd for 3 bedroom residences since 2011.
Thanks,
Franz Holt, PE
Mebane City Engineer
336 213-0316 cell
From: David Cheek
Sent: Wednesday, February 13, 2019 5:32 PM
To: Chris Rollins <crollins tit ofinebane.com>; Franz Holt <[e-mail]>
Subject: Fwd: [External] RE: Townes at Oakwood Square fast track sewer extension application
Sent from my iPhone
Begin forwarded message:
From: "Cashion, Ted" <[e-mail]>
Date: February 13, 2019 at 1:43:45 PM EST
To: Barret Hagen <BHa en ha en -en .com>, N Franz <[e-mail]>
Cc: "dcheek cit ofinebane.com" <[e-mail]>, "Robinson, Jason"
<'ason.t.robinson ncdenr. ov>, "Deck, Erin M" <[e-mail]>
Subject: RE: [External] RE: Townes at Oakwood Square fast track sewer extension application
Nolan,
Just left you a voice mail.
We'll need a revised page 2 showing the correct flows according to the 2T rules.
1 & 2 bedroom units will have design flows of 240 gpd.
3 bedroom units will have design flows of 360 gpd.
We'll also need a revised USE form showing the correct flow and signed by the Town.
You can email these revisions to speed the issuance of the permit.

Cashion, Ted
From:
Cashion, Ted
Sent:
Thursday, February 14, 2019 8:51 AM
To:
'Franz Holt'
Cc:
Robinson, Jason
Subject:
RE: [External] RE: Townes at Oakwood Square fast track sewer extension application
Thanks Franz. One question, do the townhomes have their own separate utility lines? Or are the utility lines shared, as
in an apartment complex?
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
—Nothing Compares -
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Franz Holt <[e-mail]>
Sent: Thursday, February 14, 2019 7:35 AM
To: Cashion, Ted <[e-mail]>
Subject: FW: [External] RE: Townes at Oakwood Square fast track sewer extension application
External emall. Do not clink links or open attachments unless yoU verify. Send all suspkious ernail as an attachment to
e0ort:5om rna.g4u i
Ted,
Please consider the attached flow reduction letter before changes are made to the permit application and FTSE
form. The City has been completing FTSE forms and sewer application extensions at 160 gpd for 1 and 2 bedroom
residences and 240 gpd for 3 bedroom residences since 2011.
Thanks,
Franz Holt, PE
Mebane City Engineer
336 213-0316 cell

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, February 13, 2019 1:44 PM
To: 'Barret Hagen'; 'N Franz'
Cc: '[e-mail]'; Robinson, Jason; Deck, Erin M
Subject: RE: [External] RE: Townes at Oakwood Square fast track sewer extension application
Nolan,
Just left you a voice mail.
We'll need a revised page 2 showing the correct flows according to the 2T rules.
1 & 2 bedroom units will have design flows of 240 gpd.
3 bedroom units will have design flows of 360 gpd.
We'll also need a revised FTSE form showing the correct flow and signed by the Town.
You can email these revisions to speed the issuance of the permit.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
'Nothing Compares
-
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the !North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Wednesday, February 13, 2019 11:47 AM
To:'Barret Hagen' <[e-mail]>; N Franz <[e-mail]>
Cc: [e-mail]; Robinson, Jason <[e-mail]>; Deck, Erin M
<[e-mail]>
Subject: RE: [External] RE: Townes at Oakwood Square fast track sewer extension application
Following up on the email below. Please submit the info so we can issue the permit.

Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Barret Hagen <BHagen@ha eg n eng com>
Sent: Monday, February 04, 2019 12:20 PM
To: Cashion, Ted <ted.cashion(@ncdenr.eov>; N Franz <[e-mail]>
Cc: [e-mail]; Robinson, Jason <'[e-mail]>; Deck, Erin M
<[e-mail]>
Subject: [External] RE: Townes at Oakwood Square fast track sewer extension application
External emall. Do not click .inks o�`op n'-attachments unless you verify. Send all suspicious email.as an attachment tb
report sd amR ric.Rov -
Nolan,
See below.
Please get Ted what he needs
Barret A. Hagen, P.E.
11)v 1 \(1I\1 I.I:IM P\
3859 Battleground Ave, Suite 300
Greensboro, NC 27410
(c) 336-404-9796
(o) 336-286-3350
[e-mail]
www.hagen-eng.com

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, February 13, 2019 11:47 AM
To: 'Barret Hagen'; N Franz
Cc: [e-mail]; Robinson, Jason; Deck, Erin M
Subject: RE: [External] RE: Townes at Oakwood Square fast track sewer extension application
Following up on the email below. Please submit the info so we can issue the permit.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
-"Nothing Compares
'r
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Barret Hagen <[e-mail]>
Sent: Monday, February 04, 201912:20 PM .
To: Cashion, Ted <[e-mail]>; N Franz <[e-mail]>
Cc: [e-mail]; Robinson, Jason <[e-mail]>; Deck, Erin M
<[e-mail]>
Subject: [External] RE: Townes at Oakwood Square fast track sewer extension application
+ External emajl.:Dy tal# links or open attaakiments unlisss you. verify- Send a :cusp€cious email as an.attachin ent to
a
Nolan,
See below.
Please get Ted what he needs
Barret A. Hagen, P.E.

3859 Battleground Ave, Suite 300
Greensboro, NC 27410
(c) 336-404-9796
(o) 336-286-3350
[e-mail]
www.hagen-eng.com
From: Cashion, Ted [mailto:ted.cashion d-ncdenr. ov]
Sent: Monday, February 04, 2019 12:10 PM
To: Barret Hagen
Cc: [e-mail]; Robinson, Jason; Deck, Erin M
Subject: RE: Townes at Oakwood Square fast track sewer extension application
Barret and David,
Fallowing up on the info needed in the email below.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Thursday, January 24, 2019 4:09 PM
To: '[e-mail]'<bha en ha en -en -com>
Cc: 'dcheek @cityofrnebane.com' <dcheek@cityoI'm ebane.com>; Robinson, Jason <[e-mail]>; Deck,
Erin M <[e-mail]>
Subject: Townes at Oakwood Square fast track sewer extension application
Barret and David,

Cashion, Ted
From: Cashion, Ted
Sent: Monday, February 04, 201912:10 PM
To: '[e-mail]'
Cc: '[e-mail]'; Robinson, Jason; Deck, Erin M
Subject: RE: Townes at Oakwood Square fast track sewer extension application
Barret and David,
Following up on the info needed in the email below.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
---'Nothing Compares
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Thursday, January 24, 2019 4:09 PM
To:'[e-mail]' <[e-mail]>
Cc: '[e-mail]' <[e-mail]>; Robinson, Jason <[e-mail]>; Deck,
Erin M <[e-mail]>
Subject: Townes at Oakwood Square fast track sewer extension application
Barret and David,
We are reviewing the subject application and need additional information.
Item VI.6 of the application notes a flow reduction has not been approved, however, item V1.7. shows a flow reduction
of 80 gpd/bedroom (160 gpd min.) has been incorporated into the calculated proposed flows. No flow reduction
approval letter was included with the application as required. Please email us a copy of the flow reduction approval
letter.
Please review the flow reduction approval letter carefully. If the approval letter is for single family residences,
townhomes may only be considered for the approved flow reduction if they each have their own service line for
utilities.

Please provide us a description of the utilities plan (or send us the plans) for the townhomes and state if each townhome
will have their own service lines for utilities.
If a flow reduction is approved for this project, we'll mark the 'yes' box under VI.b provided both of you give us
permission to do so to expedite the issuance of this permit.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, January 24, 2019 4:09 PM
To: '[e-mail]'
Cc: '[e-mail]'; Robinson, Jason; Deck, Erin M
Subject: Townes at Oakwood Square fast track sewer extension application
Barret and David,
We are reviewing the subject application and need additional information.
Item VI.6 of the application notes a flow reduction has not been approved, however, item V1.7. shows a flow reduction
of 80 gpd/bedroom (160 gpd min.) has been incorporated into the calculated proposed flows. No flow reduction
approval letter was included with the application as required. Please email us a copy of the flow reduction approval
letter.
Please review the flow reduction approval letter carefully. If the approval letter is for single family residences,
townhomes may only be considered for the approved flow reduction if they each have their own service line for
utilities.
Please provide us a description of the utilities plan (or send us the plans) for the townhomes and state if each townhome
will have their own service lines for utilities.
If a flow reduction is approved for this project, we'll mark the 'yes' box under VI.S provided both of you give us
permission to do so to expedite the issuance of this permit.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
--'�`l'Nothing Compares
. oc�
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From: Henderson, Justin L
Sent: Monday, February 18, 2019 4:16 PM
To: Cashion, Ted
Subject: Re: 84 townhomes in Mebane, fast track permit
No objections. Thanks.
Sent from my iPhone
On Feb 18, 2019, at 3:39 PM, Cashion, Ted <[e-mail]> wrote:
Hi Justin,
We're issuing a fast track sewer permit to City of Mebane for 84 townhomes and 19,580 gpd; any
objections?
We'll cc you on the permit via email.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
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Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.