WQ0040057_Application (FTSE)_20190104

" State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 044-I6 & SUPPORTING DOCUMENTATION
LaJ
Application Number. _ _ t}0 L(d 9 tt be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name. Fitch Creations, Inc. (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: Roy B_ Fitch, Jr. per 15A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: 2000 Fearrington Village Center
City: Pittsboro State: NC Zip: 27312-
5. Applicant's contact information:
Phone number: �) 542-2000 Email Address: [e-mail]
fearrington.com
1I. PROJECT INFORMATION:
I. Project name: Fearrington Section X Area D Phase 1
2. Application?Project status: ❑ Proposed (New Permit) ® Existing Pen-nit/Project
If modification, provide the existing permit number: WQ0040057 and issued date: June 11, 2018
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.7922 Longitude:-79.0866w
5. Parcel ID (if applicable):
Z
n
(or Parcel ID to closest downstream sewer)
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I11. CONSULTANT INFORMATION:'
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I . Professional Engineer: Alan R. Keith License Number: 13371
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Firm: Diehl &_Phillips, P.A.
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Mailing address: 1500 Piney Plains Road Suite 200
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City: C r State: NC Zip: 27518-
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Phone number: 9(, 19} 467-9972 Email Address: arkeithCiilbellsouth.net
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IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Fearrington WWTF Permit Number: NCO043559
Owner Name: Fitch Creations Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ35291 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00238
Owner Name(s): Fitch Creations —Inc.
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
L 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 Develo er's Operational Agreement FORM: DEV been attached'?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home::Pro ert Owners' Association has an Operational Agreement FORM: HOA been attached?
❑ Yes ❑No ®NIA
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 J preschool , day care ❑ Medical : dental! veterinary facilities ❑ Swimming Pool ,'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool "Filter Backwash
❑ Businesses!' offices i factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic. -:Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
71-Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes [:]No
If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ° s
No. of Units
Flow
Single family residential lots
250 gal/day
15
3,750 GPD
gall
GPD
gav
GPD
gal/
GPD
gal/
GPD
Sal/
GPD
Total
0 D
CZ/
1/3 d
a See 15A NCAC 02T .01 14(b). W. (e)(1) and (e)(22) 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or oper tion patterns, and other measured data.
8. Wastewater generated by project: 3.750 GPD (per 15A NCAC 02T .0114)
i 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):
r,
FORM: FTA 04-16 Page 2 of 5

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
696
PVC
8
1,193
DI
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power 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 agreement)
and is compatible with the station.
D 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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 &
15A NCAC 02T.0305(f) contains minimum separations that shall be provided fnr sewer
® Yes ❑ No
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
I0 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 1 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
*"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
AnX building foundation
5 feet
-Any basement
10 feet
To2 slope of embankment or cuts of 2 feet or more vertical height
I0 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
15A NCAC 02T.0305(r) contains alternatives where separations in 02T.0305(f1 cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications web a e
If noncompliance with 02T.0305(f)_or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
This would include Trout Buffered Streams per 15A NCAC 213,0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [:]No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional perm itslcertifications)?
® Yes [:]No
Per 15A NCAC 02T.0105(c)(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
i- 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. 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 Gravily Sewer Minimum Design Criteria latest version as applicable?
® Yes ❑ No
If No, complete and submit the Variance.'AItem ative Design Request application (VADC 10-14) and supporting documents for
review. Armroval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I , _ 1-4 L oQry A
(Professional
neer's name from Application Item II1.1.)
that this application for
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, Gravity Sewer
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 I43-215.613, 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,
.................................
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0I06(b):
I,
(Signature Authority's name & title fi
Application Item 1,3,)
SH CAS..
♦ O� ,
{
~' X SEAL
13371
e�
. ......... tti
that this application for
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, andlor criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: 2 a7
hel
rORM: FTA 04-16 Page 5 of 5

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NC Dept of Environmental Quality
i
�,JAN 4 2019 State of North Carolina
-.) Department of Environmental Quality
`� �' Raleigh Regional Office Division of Water Resources
Division of Water Re5aurces Flow Trucking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Fitch Creations, Inc.
Project Name for which flow is being requested: Fearrin ton Section X Area D Phase 1
More than one FTSE may be required for a single project if the owner of the [I- WTP 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: Fearrin ton WWTP
b. WWTP Facility Permit #: NCO043559
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
£ Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.50 (0.270 constructed)
0.0459
0.165
—&7em O, Milo
}�a. at47
79.6
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)
Design
Average Daily
Pump Station Firm FIow**
(Name or Capacity, (Firm / po,
Number) MOD MOD
Weathersf eld 0.90 0.36
(B)
(C)
Obligated,
Approx.
Not Yet
Current
Tributary
Avg. Daily
Daily Flow,
Flow, MOD
MOD
0.14
0.015
(D)=(B+C)
(F)=(A-D)
Total Current
Flow Plus
Obligated
Available
Flow
Capacity***
0.I55
0.205
* The Firm Capacity of any pump station is defined as the maximum pumped now 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.
*** 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): Fearrin ton Section X
Downstream Permit Number: W 0038837
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Roy B. Fitch - 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 accqMgnce of this wastewater flow.
Signing
Date
Page 2 of 6
FTS E 04-16

Entity Names
Page 1 of 1
Elaine F. Marshall
*Corporations Home
eknportant Notice
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Links
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Secretary
North Camiina
DEPARTMENT OF THE
SECRARY OF STATE
PO Box 29622 ReWgh. NC 2782"622 [phone]
Date: 7/1 W002
Document Filings
Corporation Names
Name
Fitch Creations, Inc.
Business Corporation Information
SOSID: 0053322
Status: Current Active
Date Formed: 4/10/1961
Citizenship: -Domestic
State of Inc.: NC
Duration: Perpetual
Registered Agent
Agent Name:
Fitch Jr, Roy B
Registered Office
20D0 Fearrington
Address:
Village Center
Pittsboro NC 27312
Registered Mailing
2000 Fearrington
Address:
Village Ctr
Pittsboro NC 27312
N(
Principal Offs
Address:
Principal Mai
Address:
Bar -Coded Forms
For questions or comments about the North CoroOna Secretary of States web sloe, Please send e-mall to Wet
For questions or comments concerning the Corporations Oiv&lon, please send e-maff to Corporations
JVcD
eAt 0FZ121'ir0j?1neht
AN$'
Flo, ¢ ?D19
Igo Regl 04a1 Of
rice
ktp://www.secrewy.staft.nc.us/Corporations/soskb/Corp.W44652064 07/10/2002

NORTH CAR011MA
PUBLIC STAFF
UITUTMS COMWSSION
January 16, 1996
Mr. Allen Keith
219 E. Chatham Street
Cary, North Carolina 27511
Re: Fearrington Village
Chatham County
Dear Sir:
This letter is to certify that Fearrington Utilities has been granted a
Certificate or. Public Convenience and Necessity'to provide sewer.utility
service in the above subdivision under Docket No. W-661, Sub 3. This utility
company is under.the jurisdiction of and subject to the requirements of the
North Carolina Utilities Commission.
If we can -be of further assistance to you, please do not hesitate to
contract this office.
Sincerely,
p),db) ZJ
AndY Lee, Director
Public Staff - Water Division
AL:sw
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o�0F W A rFgQG Michael F C asley, Governor
7-
William G Ross Jr., Secretary
co
North Carolina Department of Environment and Natural Resources
-C Alan W. Klimek. P.E Director
Division of Water Quality
April 25, 2007
Mr. Roy B. Fitch, President
Fearrington Utilities
2000 Fearrington Village
Pittsboro, NC 27312
Subject: Fearrington Utilities WWTP
Permit No. NCO043559
Adjusted Daily Sewage Flow Design Rate
Chatham County
Dear Mr. Fitch:
NC Dept of Environmental Quality
JAN 4 2019
Raleigh Regional Office
On January 19, 2007, the Division of Water Quality (Division) received a request from your
consulting engineer, Diehl & Phillips, for an adjustment to the daily sewage flow design rates.
This adjustment would apply to all permitted but not yet tributary connections and all future
connections tributary to this facility in accordance with 15A NCAC 02T .0114 ft A flow
adjustment to 70 gallons per day per bedroom was requested. The information provided was
reviewed by the Division's Raleigh Regional Office, and additional information was provided by
your engineer to the Raleigh Regional Office dated February 23, 2007 and March 28, 2007.
In accordance with 15A NCAC 02T .0114(f)(2), the Raleigh Regional Office has evaluated all
the submitted data and considered other factors including weather conditions during the data
period of November 2005 through October 2006, monitoring data for this facility and an
analysis of flow reduction data for other facilities comparable to Fearrington. Based on the
data submitted, the Division hereby approves the use by Fearrington Utilities for the collection
system described in Permit No. WQCS00238, and the treatment plant described in Permit No.
NC0043559, an adjusted daily sewage design flow rate of 250 gallons per day per 1 to 3
bedroom single family dwelling, with an additional 70 gallons per day per each bedroom
over 3 bedrooms, effective immediately.
In granting this flow reduction, please be advised that the Division will not reissue any
outstanding permits made prior to this flow reduction request. If reissued permits are desired,
a permit modification request with the appropriate fee must be submitted for each permit to be
so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office will
be updated for any flow being shown as not yet tributary to the WWTP.
Future sewer extension applications should be made using the reduced flow amounts stated
above. All other aspects of the permitting process remain unchanged, and all applications
N�o,� Carolina
Awiru!!y
North Carolina Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone] Customer Service
Internet www.ncwaterauahtvqre Location 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportun4lAffrmative Action Employer - 5D% Retycledl10% Post '-onsumer Paper

A
w
Mr. Roy B. Fitch
Fearrington Utilities
Page 2
must be in compliance with the statutes, rules and regulations, and minimum design criteria as
certified by the owner and engineer. Without regard to this or any other flow reduction either
requested or granted, at no time shall the flow to this wastewater treatment facility
exceed the limits defined in the NPDES permit for this facility, nor exceed the capacity
of the sewers downstream of any new sewer extension or service connection.
If you have any questions regarding this adjustment to the daily sewage flow design rates, or
require any additional information, please contact Barry Herzberg at [phone], or by e-
mail to barry.herzbercl(aD-ncmail.net.
Sincerely,
forAlan W. Klimek, P.E., Director
Division of Water Quality
by Charles Wakild, P.E.
Surface Water Quality Supervisor
Raleigh Regional Office
Cc: John F. Phillips, PE; Diehl & Phillips, 219 East Chatham Street, Cary, NC 27511
Chatham County Health Department
RRO SWP, SI_, SB, BH
RRO, Fearrington WWTP File, NCO043559
Deborah Gore, PERCS Unit
Jim McKay, NPDES East

DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS WILLIAM C. DIFHL, P.F.
1500 Piney Plains [toad Suite 2GO JOI IN F. PIIILLIPS, P.C.
Cary, North Carolina 27518 ALAN It. KI.I I H, P.L.
Telephone [phone] Fax (919) ,167-5327
January 2, 2019
Water Quality Section NC Dept of Environmental Quality
Division of Water Resources
NC DEQ 1AN 4 2019
1628 Mail Service Center
Raleigh, NC 27699-1617 McighRegiorW p�cg
Re: Modification to WQ0040057
Gravity Sewer Extensions to serve Section X Area D Phase I Fearrington P.U.D.
Chatham County
Dear Reviewer:
Enclosed for your review are the following for the referenced project:
i. Original and one copy of Gravity Sewer Extension Dorm (modification)
2. Two (2) Copies Flow Tracking Form - revised
3. Two (2) Copies Watershed Classification Form
4. Two (2) Copies Maps
5. Two (2) Copies Certificate of Public Convenience and Necessity
6. Two (2) Copies Flow Reduction Letter
7. Two (2) Copies of WQ0040057
4. $480.00 Review Fee
We request that you approve the proposed permit modification. The project layout has been
revised. There are now 15 residential units associated with the project instead of the 16 units
previously permitted. The flow associated with the project is now 3,750 gallons per day. Should
you have questions or require further information, please contact our office.
Sincerely,
Diehl & Phillips, P.A.
Z�
Alan R. Keith, P.E.
Cc: R.B. Fitch

Cashion, Ted
From:
[e-mail]
Sent:
Monday, February 04, 2019 3:65 PM
To:
Cashion, Ted; [e-mail]
Cc:
Robinson, Jason; Deck, Erin M
Subject:
RE: [External] RE: Fearrington Section X Area D Phase 1 modification fast track sewer
extension application
Attachments:
FTA 04-16 (Update).docx
• Exte . i email: •not l7oclick—fin s or open attacJim- ents un s you verify. Send alE.sus us e}4tall as an attachment to
Ted
Attached is the revised application. Let us know if you need anything else.
Alan
From: Cashion, Ted <[e-mail]>
Sent: Monday, February 4, 2019 3:41 PM
To: [e-mail]; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] RE: Fearrington Section X Area D Phase 1 modification fast track sewer extension application
Alan,
You can email me the revised items/pages to expedite the process.
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: arkeithCoDbellsouth.net <arkeith bellsouth.net>
Sent: Monday, February 04, 2019 3:36 PM
To: Cashion, Ted <[e-mail]>; [e-mail]

Cashion, Ted
From:
[e-mail]
Seat:
Monday, February 04, 2019 3:36 PM
To:
Cashion, Ted; [e-mail]
Cc:
Robinson, Jason; Deck, Erin M
Subject:
[External] RE: Fearrington Section X Area D Phase 1 modification fast track sewer extension
application
emall. Do not cRek.links or open
Ted
Section X Area D Phase 1 is proposed to be reconfigured to 15 lots in lieu of the 16 lots previously approved. The flow
would now be 3,750 gpd. The reconfigured site changed the length of sewer required and 1,889 LF of 8-inch is the
correct length.
Do you need a revised original signed application or can we just send the form electronically with the above requested
revisions?
Thanks
Alan
Alan R. Keith, P.E.
Diehl & Phillips, P.A.
1500 Piney Plains Road Suite 200
Cary, NC 27518
(919)-467-9972 x 25
arkeith(Mbellsouth.net
From: Cashion, Ted <[e-mail]>
Sent: Monday, February 4, 2019 2:53 PM
To: Alan Keith ([e-mail]) <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Fearrington Section X Area D Phase 1 modification fast track sewer extension application
Hi Alan and Roy,
We are reviewing the subject application.
Just confirming that when we issue this modified permit, it will void the previous permit, and the modified permit will
contain a total of 15 units @ 250 gpd each, for a flow of 3,750 gpd (4000 gpd was in the original permit). The amount of
8" gravity sewer line permitted will be 1,889 If (1478 If was In the original permit).
Is that correct?
If that's correct, please revise item VI.7 of the application to show 15 units and 3750 gpd flow.
VI-8 needs to be 3750 gpd, and uncheck the box that flow has already been allocated.
VI.6 needs to be checked 'yes'.

Cashion, Ted
From: Cashion, Ted
Sent: Monday, February 04, 2019 2-53 PM
To: Alan Keith ([e-mail]), '[e-mail]'
Cc: Robinson, Jason; Deck, Erin M
Subject: Fearrington Section X Area D Phase 1 modification fast track sewer extension application
Hi Alan and Roy,
We are reviewing the subject application.
Just confirming that when we issue this modified permit, it will void the previous permit, and the modified permit will
contain a total of 15 units @ 250 gpd each, for a flow of 3,750 gpd (4000 gpd was in the original permit). The amount of
8" gravity sewer line permitted will be 1,889 if (1478 If was In the original permit).
Is that correct?
If that's correct, please revise item V1.7 of the application to show 15 units and 3750 gpd flow.
V1.8 needs to be 3750 gpd, and uncheck the box that flow has already been allocated.
V1.6 needs to be checked 'yes'.
Please call if questions.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
-'": �Norhing Compares
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