WQ0041094_Application (FTSE)_20190812

DWR
Division of WAter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1 SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: tA/ t10 (to be complcicd by DWR)
All items must be completed or the -application will be returned
I. APPLICANT INFORMATION:
1. Applicant's namc: Franklin County (company, municipality, HOA, utility, cic.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® Slatc/County ❑ Municipal
3. Signature aulhori(y's name: Chris Doherty per I SA NCAC 02l' .t)106(b
Title: Public Utilities Director
4. Applicant's mailing address: 1630 US Highway #1
City: Younesville Stale: NC Zip: 27596-_
5. Applicant's contact inforniation:
Phone number: 9( 19) 556-6177 Entail Address: [e-mail]
It. PROJECT INFORMATION:
L
CU .
❑ Privately -Owned Public Utility
El Other
V cf,u`'1
—0 cc
d �� t+
O
1. Project name: Legacy Phase I B
2. Application/Project status: ® Proposed (New Pennit) ❑ Existing Permit/Project
.O
If a modification, provide the existing pcnnit number: WQ00 and issued daft:
.5
If new construction but part of a master plan, provide the existing permit number. WQ00
3. County where project is localed: Franklin
a
'
4. Approximate Coordinates (DccimaI Degrees): Latitude: 36.061 I ° Longitude:-78.4614°
0
A
5. Parcel ID (if applicable): 1854-80-5913
L)
Z
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineen Jonathan Eakins License Number: 24642
Finn: The Nau Company. PLLC
Mailing address: PO Box 810
City. Rolesvillc State: NC Zip: 27571-
Phonc number. (219)6164716 Email Address: jeakinsAlhenauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Franklin County Wastewater Treatment Facility Permit Number: NC0069311
Owner Name. Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQG0 0A0 Downstream (Receiving) Sewer Size: 8 inch
Sa-stem Wide Collcce5vsz Permit Nnmlkrls}.ftCa(,;,:ic:;lrl�i; WQCS00179
Owner Namc(s): Franklin County, Public Utilities
FORM: 17TA 04-16 Page 1 of5

VI. GENERAL REQUIREMENTS
1. ifthe 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 Dc+•clo,-nr's Operational A een ffOR�f�DEVI been attaclicd?
❑ Yes ❑No ®NIA
3. If the Applicant is a 1-lonic Proneriv Oti+ncrs: Assnr.ialion. has an Operational AL•rcrmcnt I FOit'%I, 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 ❑ Howl and/or Motels
❑ School / preschool I day care ❑ Medical / dental I veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filler Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : LOG °/a Domestic/Commercial % Commercial
% Industrial (SAS 15A NCAC 02T .01_OW01)
bIs there a Pretreatment Program in effect? ❑ Yes []No
6. Has a flow reduction been approved under 15A NCAC 02T .0I We iI? ® Yes ❑ No
D If yrs, Provide a copy of How reduction approval letter
7. Summarize wastewa(cr generated by project:
Establishment Type (see 02'f.0I I41 irll
Daily Design Flow"'
No. of Units
Flow
96 Single Family Homes
250 gallday
96
24,000 GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
7 oral
24,000 GPD
a Sec 15:\ NCAC 02T .0114t h),Id - t ;:1 l :-.nd 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not idcntiticd [in table 15A NCAC 02T.0114 shall be
dcterntincd using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater gcncraled by project: 24,000 GPD (per l 7 ,k NCGkC 02T .01 I4)
Do not include future (lows or previously permitted allocations
Ifpermitled 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 exisling sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .030-�i & NIDC (Gravity Scivers).
1. Summarize gravity sewer to be permitted. -
Size (inches)
Length (feet)
Material
8
4,078
PVC
8
170
DIP
> Section 11 & [11 of the MDC for Pcrmilting; of Gravity Sewers contains information related to design criteria
>✓ 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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) —02T.0305 & 1iDC (Puma Stations/l'nrce ,sNlains):
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 T feet total dynamic head (TD14)
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 :0,30illt;t.l ,:
❑ Standby power source or pump with automatic activation and telcinctry - 15A NCAC 02T .0305(h)(1)(B)_
>r 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
Or if the pump station has an average daily flow less than 15,000 gallons per day.
❑ Portably powcr source %vith 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)(I )(C):
Y 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.
> If the portable powcr 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 timeframcs, shall be provided
in the case of a multiple station power outag;c.
FORM: FCA 04-16 Page 3 of5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(I) & (gl ® Yes ❑ No
> 15A NCAC 02T.0305(fl contains minimum separations that shall be Provided for scwcr systems:
Setback Parameter*
S aration Required
Storm severs 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 feel
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 watcrs of Class I or
Class 11 im oundcd 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 lidc elevation) and wetlands see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feel
Any building foundation
5 feel
Any basement
10 feet
Top slope of embankment or cuts of 2 feel or more vertical hci ht
10 feet
Drains c systems and intercSelor drains
5 feet
Any swimming pools
10 feet
Final earth ERdc (vertical)
36 inches
> I iA NCAC 02T.03O3f e} contains alternatives where separations in O"T 0105f 1) cannot be achieved.
> �*Stream classifications can be identified using the Division's NC Surligy Water C_lasrificztions L%Sb�agq
D I f noncompliance with 02T.0305(t) or t s:t_ sec Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
t See the Division's draft separation requirenmcnts for situations where separation cannot be meet
t No variance is required if the alterative design criteria specified is utilized in design and construction
Z As built documents should reference the location of areas cffcetcd
3. Does the project comply with setbacks found in the river basin rules per I5A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
Y This would include Trout Buffered Streams per 15A NCAC 213.0203
4. Does the project require coveragc/authorization under a 404 Nationwide or ® Yes ❑ No
individual penuits or 401 Water Quality Certifications?
);� Information can be obtained from the 401 & Bul:cr 11crmi1lini: Br-jnch
5. Does project comply with I M NCAC 02T 0105(c)f ) (additional pemmits/certifications)? ® Yes ❑ No
Per 15A NCAC 023'.0105jcl,'61 directly related environmental permits or certification applications arc 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, stormwalcr managcmcsrt plans, ctc.).
6. Does this project include any sewer collection lines that arc deemed "high -priority?"
Per 15A NCAC 02T.0.102, "high -priority scwcr" 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 ❑ NIA
ifycs, include an attachmcnt with details for each line, including type (acrial 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:
1. Does the submitted system comply with 1 A NC'AC 02T, the Minimum Design Criteria for ilic Permitting of Pump 5eaiions
land Force Klains I latest version). and the tim"TW SeNyer Nlininuun Design Criteria tlalctit ve miuril as applicable!
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the renuest is required prior to submittal orthe Fast Track Application and supporting documents.
2. Professional Engineer's Certification;
1, Jonathan Eakins, PE attest that this application for
(Professional Engineer's name from Application I(em I11,1. )
has been reviewed by me and is accurate, complete and consistent with the information supplied in tie plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I furthcr attest that to tic best
of my knowledge the proposed design has been prepared in accordance with tie applicable regulations, Gravity Sewer
Minimum Design Criteria ror 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 Ilia( 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 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a C`asih)hlirdehncanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation,%'
... , off- •.
North Carolina Professional Engineer's seal, signature, and date: Q- .S S•/'••.• /
3. Applicant's Certification per 15A NCAC 02T .0106(b):
t—
1lop
,, , ••
7/9/19
g, Christopher Doherty attest that this application for
(Signature Authority's name & tide from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge I undcrstand that if all required parts of
[his application arc 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 immediale enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make noclaint 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 arc not completed and that i f
all required supporting information and attachments arc not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 1-13-215.6 and 143-215 611, 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 finc not to exceed S 10,000 as well as civil penalties up to S25,000 per violation.
Signal re: Ewa, C) t -
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Franklin County
Project Name for which flow is being requested: Legacy Phase 1 B
More than one FTSE may be required far a single project if the owner of the IVIVTF is not responsible far all pump
stations along the route of the proposed wasreivaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Franklin County Waste Water Treatment Plant
b.
WWTP Facility Permit##: NCO069311
a
A11 footws are in MGD,
°
c.
WWTP facility's permitted flow
3.00
N
d.
Estimated obligated flow not yet tributary to the WWTP
t.34
c.r
e.
WWTP facility's actual avg. flow
t. t fp
>
�--
C
Total flow for this specific request
w
g.
Total actual and obligated flows to the facility
_0.024
J . SZ
°
Q
h.
Percent of permitted flow used
11. Complete this section for each pump station you are responsible for along the route of tl
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow"
(Name or
Capacity, * (Firm / pf),
Number)
MGD MGD
(8)
(C)
(D)=(a+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
obligated
Available
MGD
MGD
Flow
Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped How 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): Fkzis t ,. 4 ti J—r aC. u-D w T
Downstream Permit Number: tI r aoG 31 l
Pagel of 6
FTSE 04-16

III. Certification Statement:
I _Christopher Doherty 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 11 plus all
attached planning; assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Page 2 of 6
l=TSE 04-16

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of wArFR
0 p� Michaci F. Easley, Governor
William Q. floss 1r, 3ccrctary
-4 North Carolina bepartment of Envirunment and Nrlura[ Resources
o
Alan W. Klimek, P.E. Director
Division arWatcr Quality
August 19, 200s
J, Bryce MendenhallUtilities Director
Franklin County Pubiic Utilities
1630 US Highway 1
Youngsville, NC 27596
Subject; Franklin County Public Utilities WWTP
Permit No, NCO069311
Adjusted Daily Sewage Flow Design Rate
Franklin County
Dear Mr, Mendenhall:
On June 11, 2008, the Division of Water Quality (Division) received your request
adjustment to the daily sewage flow design rates. This adjustment would applyto all Fr
County Public Utilities permitted but not yet tributary connections and tributary to the collection
connections
q for an
tributary to this facility (with the exception of permits whose flows are all future Franklin
systems of Franklinton and Youngsville) in accordance with 15A NCAC 02T .0114(
adjustment to 250 gallons per day per residential dwelling was requested. Thepivis flowi
Raleigh Regional Office reviewed the information provided by you and additional information
provided by your consultant to the Raleigh Regional Office dated June 26 and June 27 2008,
In accordance with 15A NCAC 02T .0114(f)(2),the Raleigh Regional Office 08
the submitted data and considered other fators Including weather conditions has evaluated all
period of calendar year 2007, DMR monitoring data for this facility and ansanalysis o data
reduction data for other facilities comparable to the Franklin Count of flow
system. Based on the data submitted, the Division hereby approves the use b Fran
County Public Utilities for the collection system described ' Y 1�MCrP and col?ection
treatment plant described in Permit No. NCO069311, an adjusted dailyse Y kiln
in Permit No. WQCSOD179 and the
rate of 250 gallons per day per single-family dwelling, effective immediately.design
This flow
reduction shall be applicable to existing permits with flows not yet tributary to he Franklinflow
County collection system and all future permits issued to Franklin County Public Utilities.
flow reduction SHALL NOT APPLY to sewer extension permits issued to or tributarys. This
collection systems of the towns of Youngsville and Franklinton in Franklin County.
to the
In granting this flow reduction Y
outstanding , please be advised that the Division will not reissue any
g permits made prior to this flow reduction request. if reissued permits are des4red,
a permit modification request with the appropriate Fee must be submitted for each permit to
so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office be
be updated for any flow being shown as not yet tributary to the WWTP, will
Ane Clitta
North Carolina Division or Water Quality 1628 Mail Service center iV�A��rraliJ
Internet, W1VW.IIl1�'atefUu�lit nr Location: 3 service
cen Drive Ra'cigh, NC 27699.1628 Phauc (919) 791.42r36
Ralcigh, NC 27609 Fax [phone] Customer Service
An equal CAPOrturniVAlLrmalive Acdon Employer— 50% Recyciemo% Post Consulr.er Paper 1 877.623.6743

J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flaw amounts stated I
above. All other aspects of the permitting process remain unchanged, and all applications
must be in compliance with the statutes, rules, regulations and minimum design criteria as
certified by the owner and engineer. Without regard to th;s or any other flow reduction either
requested ar.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 capacit
of the sewers downstream of any new sewer extension or service connection, y
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 (919j 791-4249, or b
electronic mail to barry.herzberc�nncmail.net. Y
Sincerely,
forColeeri H. Sullins, Director
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
Cc: Franklin County Health Department
RRO SWP, BH
RRO, FCPU Files, NCO069311 & WQCS00179
Dan Blaisdell, PE, CG&L
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Stearns & Wheler
3128 Highwoods Blvd, Suite 140
Raleigh, NC 27604

The Nau Company
Consulting Civil Engineers
August 12, 2019
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Legacy Phase 1B Sanitary Sewer Permit
To whom it may concern:
Attached are the required documents for the permitting of the gravity sanitary sewer line
required for the Legacy Phase 113 project located in Franklin County, NC. Below is a summary of
the system to be permitted:
System Name: Legacy Phase 1B
Homes served: 96
Flow allocation required: 24,000 GPD
Pipe data: 4,078 LF of 8" PVC gravity sanitary sewer
170 LF of 8" DIP gravity sanitary sewer
If you have any questions or concerns, please let me know.
Sincerely,
The Nau Company, PLLC
Jana an E ins, PE
jeakins=enauco.com
PO Box 810 / Rolesville, North Carolina 27571 / [phone]

The Nau Company
Consulting Civil Engineers
Deliver to
TRANSMITTAL
Sender
PO Box 810
Rolesville, NC 27571
919-435-6395
NCDEQ Raleigh Regional Office
]on Eakins, PE
Water Quality Section
919-616-4716
3800 Barrett Drive
[e-mail]
Raleigh NC 27609
Date August 12, 2019
919-791-4200
Delivery method Hand Delivery
Project name
Submittal type
Project number
Legacy Phase 1B
Sanitary Sewer Permit - First Submittal
Quantity
Date
Description
1
Cover Letter
2
Fast Track Application (FTA)
1
Check for $480
1
Flow Tracking/Acceptance Form (FTSE)
1
USGS Quad Map
1
Aerial Map
Dept oFEnvironmental Quality
AUG122019
Raleigh Regional Office
Comments/Notes

Cashion, Ted
From: Jon Eakins I The Nau Company, PLLC <[e-mail]>
Sent: Friday, September 20, 2019 10:08 AM
To: Cashion, Ted
Cc: Chris Doherty (cdoherty@franklincountyrrc ate}; ason; Deck, Erin M
Subject: [External] Re: Legacy Phase 1 B fast tracks r extension application
Attachments: FLOW REDUCTION LETTER 8-19-2008.pdf
ecnal email. Do not click links oo dampen attachments unless you verify. Send all,suspicious email as an atta m
A copy of the flow reduction letter is attached.
The correct permit number is WQ0022020
There are no high priority lines on this project.
Please let me know if you need anything else
Thanks
Jon Eakins, PE
Office; 919435-6395 Extension 4
Mobile: [phone]
www.thenauco.com
On Tue, Sep 17, 2019 at 8:19 AM Cashion, Ted <[e-mail]> wrote:
Also please provide a copy of the flow reduction approval letter for Franklin Co as required in item VI.6 of the
application.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

ted.cashion(@ncdenr.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
I E.
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: Tuesday, September 17, 2019 8:17 AM
To: Jon Eakins I The Nau Company, PLLC <'e� [e-mail]>; Chris Doherty ([e-mail]
<[e-mail]>
Cc: Robinson, Jason <'ason.t.robinson ncdenr. ov>; Deck, Erin M <erin.deck ncdenr, ov>
Subject: Legacy Phase 113 fast track sewer extension application
Jon and Chris,
We are reviewing the subject application. Please provide the correct downstream sewer permit number (item V.1) on
the app. The permit number listed on the app, WQ0039797, is for a facility in Mecklenburg County.
Also please confirm there are no high priority lines with this project.

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, September 17, 2019 8:20 AM
To: Jon Eakins I The Nau Company, PLLC; Chris Doherty ([e-mail])
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: Legacy Phase 1 E1 fast track sewer extension application
Also please provide a copy of the flow reduction approval letter for Franklin Co as required in item V1.6 of the
application.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
E ✓ r
Lspar:-nett ne (nwm+rnns Rsau\ %'�
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Tuesday, September 17, 2019 8:17 AM
To: Jon Eakins I The Nau Company, PLLC <[e-mail]>; Chris Doherty ([e-mail])
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Legacy Phase 1B fast track sewer extension application
Jon and Chris,
We are reviewing the subject application. Please provide the correct downstream sewer permit number (item V.1) on
the app. The permit number listed on the app, WQ0039797, is for a facility in Mecklenburg County.
Also please confirm there are no high priority lines with this project.
Thx

ted
Ted Cashion
Water quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cash ion 0 ncdenr, ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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