HomeMy WebLinkAboutWQ0041960_Application (FTSE)_20200909State 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 04-16 & SUPPORTING DOCUMENTATION
Application Number. V Uo�140(to be canplctcd by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Franklin County (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 Doherty per I5A NCAC 02T _01061b)
Title: Public Utilities Director
4. Applicant's mailing address: 16301JS Flitthtivav 1!1
City: Younesville State: NC Zip: 27596-� NC Dept of Environmental duality
5. Applicant's contact information: SEP _ 9 2020
Phone number: U 556.6177 Email Address: cdohcrtyna fimnklincouniyiic.us
II. PROJECT INFORMATION: Raleigh Regional Office
1. Project name: Sutherland Station
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number: WQOO qnd issued date:
If new construction but part of master plan, provide the existing permit number: WQOO
3. County where project is located; Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.08194° Longitude:-78,509444
5. Parcel ID (if applicable)- 184448-7990. 1944-58-6941, 1944-48-9104
(or Parcel ID to closest downstream sewer)
Ili. CONSULTANT INFORMATION:
I . Professional Engineer: David Arnold License Number: 368b5
Firm: The Nau Comnanv. PLLC
Mailing address: PO Box 910
City: Rolesville State- NC Zip: 27571-
Phone number: (919) 6 0-2j52 Email Address: darnold tlicnauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County Wastewater Treatment Facility Permit Number: N0069 11
Owner Name: Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
S%slem X1-idc Collection Svstcm Permit Numbei(O tifannlic;+hle : WQCS
Owner Name(s): Franklin County Public Utilities
FORM: F TA 04-16 Page I of 5
V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privaleiy-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 AUrccment ( FORM: DEV 1 been attached?
❑ Yes ❑No ®NIA
3. if the Applicant is a ]dome/Pro erty Otieners Association. has an Operational Agreement FORM: HOAJ 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 / dental / 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 %vaslewater : I OD % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
--�-- * Is there a Pretreatment Program in effect? ❑ Yes ❑ No
G. Hasa flow reduction been approved under 15A NCAC 027 0 Id ? ®Yes ❑ No
D If ym nrovide a cony of flow reduction annrovi l letter
7. Summarize wastewater generated by project:
Establishment Type (see 22_T_._O _1 _141M
Daily Design Flow'"
No. or Units
Flow
87 Single Family Homes
250 gal/day
87
21,750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Toral
21,750 GPD
a See 15A NCAC 02T .01 Id(b). id). (011)_and (c)t2) 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 castor the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T.01 W(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114 shall be
determined using available now data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 21.750 GPD (per 15A NCAC 02'f .0114)
1- 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
Vil. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 03T .0305 & NIDC (Gravity Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 5161 PVC
➢ Section 11 & 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)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (if Applicable)-03T.0305 & i11DC (Pump StationclForce Maine):
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
G. Power reliability in accordance with I SA NCAC 037' .030ithU 11:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
> Required for all pump stations with an average daily flow greater than or equal to 15.000 gallons per day
Y 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 — (020.0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & f l0 ® Yes [--]No
D 15A NCAC 02T.0305(f) contains minimum senaratinne that ehzll hP nmvirtert
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)
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 II impounded reservoirs used as a source of drinking water
100 feel
"Waters classified WS (except WS-I 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
Any building foundation
5 feet
Any basement
10 feet
Jop 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
r^ 15A_NCAC (13T.0+051e! contains alternatives where separations in 02T.0305(f) cannot be achieved.
Y "*Stream classifications can be identified using the Division's NC Surface %Ynter Classi(icatinns wchnaac
1~ I f noncompliance with 02T.0305(f) or (al, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
> See the 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
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 0213.0200" ® Yes ❑ No ❑ NIA
l% This would include Trout Buffered Streams per 13A NCAC 213.0202
4. Does the project require coverage /authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buti'cr Permitling_Branch
5. Does project comply with 15A NCAC 02T.0105(cl(6) (additional permits/certifications)? ® Yes [—]No
Pcr I5A NCAC 02T.0105(c)(6), 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, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 021.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamhanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ®No ❑ NIA
Y 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 permittec 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 Ilia Permitting of Ymnn Stmimts
and Force Mains (latest version), and the Gravii% Sc%%cr Minimum Desi gn Criteria latest version as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Allemalive Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reguest is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
IJames David Arnold, PE attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 143-215.613, any person who knowingly ((takes 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:
CAS,
SEAL
1S Q
t-
, DA Vi PQ',,,``•
,
3. Applicant's Certification per 15A NCAC 02T.0106(b):
attest that this application for
(Signature Authority's name & fille from Application Item 131
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. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments arc not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 14�.6A and 143-21i,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.
Date: a -- O - '?p w
FORM: FTA 04-1 G Page 5 of 5
:11att• r►f Plt)r Ili ( .i rrrlirur
Ilrinlrhncrrt of 1'.11virmtntt•r►I.,IOki oIll.,"
1)ivirir1n of trr'nlrr 1tl ,mrr r c %
Plow fr-it Itiul; If Nuivut F%Iemitop AIipIitaIinu%
(I 11,1. Ir,-r,.)
tintlly 12Ltlueslint, Allocation:
I'txiiccl Name litit which Ilow is heinl; rclloc%lrrl: Snlherlatid Slalirar
llirnr than nnr 17S1i mrrl' hr rcyuircrl fire n din„fr lrrn�r rf i f the mr1irr• n/ flr.• if W /Pit rrr+r r+ tprnr Sri lr %nr r; I! I -trail.
.Hrrrinrrs offing the Petrrr r+rtheJl frrlurr.•rl it InIm..,rL-e 11.0-7t
Complete Ibis Seclion only if you :Ire the owner of the «a;lcr:alc r tst ►rent rt? phs.t
,I. "'ll'TP Facility Name: Franklin County Waste Nadir Ticttnerl flaw
h. 1V1VTI' Facility Permit €f: NC006931 I _
.111 flrrriw are its ,tlfrlJ
c. WWTP facility's permitted flow 3.t}
d. I-slinlated obligated Row not yet tributary to flit WWTP 0.5000
c. 11'llrl'P facility's actual avg. flow 1.1700
f. Total flow for this specific request 0,02175
g. Total actual and obligated flows to the facility 1-69 t 75
h. Percent of pertnilled flow used 56%
Complete this section for cacti pump station you are responsible for along the route of thi s proposed
wastewater flour.
List pump stations located between the project connection point and the WWTP,
(rU
(a)
(C)
(n)-(B+C) (EH.k-D)
Dcsign
Obligated.
Pun►p
Pump
AvcraAc
Approx.
Not Yet
Total Current
Station
Station
Firrn Daily Flow"
Current
Tributary
Flow Plus
(Dame or
Permit
Capacity, s (Fim i pt),
A%, Daily
Daily Flow,
Obligated Available
Nurnbcr)
No.
MGD MGD
Flow, MGD
1MGD
Flow Capacity""
ot-D- U&W-Tj I°la-M IAHO 1.0 . 1 20 c.).0 T o.tgo _ 4 .QM
* 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 -now is the f rnt capacity of the pump station divided by a peaking flclor
(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 cacti pump station located
between the project connection point and the 1V%VTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): 9 t;, C7b 6 9 3 11
Downstream Permit Number. ` -1 o 2.0 !
Page] of 6
r.7gP IrLIQ
Scanned by CarnScanner
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 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.
Title of Signing Official
Page 2 of 6
The Nau Company
Consulting Civil Engineers
October 19, 2020
Jason Robinson
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
RE: Sutherland Station
Jason,
Please accept our sanitary sewer permit application for the Sutherland Station single family
residential subdivision located in Franklin County, NC. The proposed subdivision is part of the
Olde Liberty Golf Community and will contain 87 single family homes.
Proposed flows for the community are based on a 250 gal/day amount. This is per a flow
reduction letter provided by Franklin County Public Utilities. The total requested flow is
anticipated to be 21,750.
Sanitary sewer within the community will all be 8" PVC gravity sewer mains and totals
approximately 5,161 If.
Sincerely,
The Nau Company, PLLC
P4� /
David Arnold, PE
darnold@thenauco.com
PO Box 810 / Rolesville, North Carolina 27571 / (919) 435-6395
GEOGRAPHIC Grissom, NC
��0 7s•,s 7 ` '.ril': . KL ra•7rw 724000ME
i.
-
} r I K1 _ ! "`-..I I'. 4\`f a Lfl+/jf \ -'•. {I L j
��� �' i� � � � �''I k} I �• � � } J F� •fY�,� ICI � � j�FJI.�"I `,i I r�
14
(J I Sutherland Station
LO
� , rf f_ a �ti key � . - - •�• �,� ��;� , —�• r ` Il�
�f
720 7s•as21 723000ME 78•3rw i4 2
0 s 1 0 I000 i000 4000 5000 1 .5 0 KILOMETERS I
=33/; GUN 4 UTM Zane 17 MILES FEET I000 4 METERS 1000
:.r9 f'Ica�e 'eft. to
o�OF W A r�9QG Michael F. Easley, t7ovemar
y William Q. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
4 C Alan W. Klimek, P.E. Director
Division of Water Quality
August 19, 2008
J. Bryce Mendenhall, Utilities Director
Franklin County Public 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:
NC Dept of Environmental Quality
SEP - 9 2020
Raleigh Regional Office
On June 11, 2008, the Division of Water Quality (Division) received your request for an
adjustment to the daily sewage flow design rates. This adjustment would apply to all Franklin
County Public Utilities permitted but not yet tributary connections and all future connections
tributary to this facility (with the exception of permits whose flows are tributary to the collection
systems of Franklinton and Youngsville) in accordance with 15A NCAC 02T .0114(f). A flow
adjustment to 250 gallons per day per residential dwelling was requested. The Division's
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 has evaluated all
the submitted data and considered other factors including weather conditions during the data
period of calendar year 2007, DMR monitoring data for this facility and an analysis of flow
reduction data for other facilities comparable to the Franklin County WWTP and collection
system. Based on the data submitted, the Division hereby approves the use by Franklin
County Public Utilities for the collection system described in Permit No. WQCS00179, and the
treatment plant described in Permit No. NCO069311, an adjusted daily sewage design flow
rate of 250 gallons per day per single-family dwelling, effective immediately. This flow
reduction shall be applicable to existing permits with flows not yet tributary to the Franklin
County collection system and all future permits issued to Franklin County Public Utilities. This
flow reduction SHALL NOT APPLY to sewer extension permits issued to or tributary to the
collection systems of the towns of Youngsville and Franklinton -in Franklin County.
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 flies maintained by the Raleigh Regional Office will
be updated for any flow being shown as not yet tributary to the WWTP.
l� Ca
J�'aiuraro �ry
North Carolina Division of Water Quality 1629 Mail Service Center Raleigh, NC 27699-1628 Phone (919) 791.4200 Customer Service
Internet wnvy.nctivaternualitv.oru Location: 3800 Barrett Drive Raleigh, NC 27609 Pax (919) 571-4718 1-977.623.6749
An Equal opportunity/AAinnatim Action Employer— 5D% Recycledl10% post consumer Paper
J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
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
must be in compliance with the statutes, rules, 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 (919) 791-4249, or by
electronic mail to barry.herzberac@ncmail.net.
Sincerely,
To r Coleeri 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, NC0069311 & 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
TRANSMITTAL
Deliver to
NCDEQ Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh NC 27609
919-791-4200
Project name
Submittal type
Project number
Sutherland Station
Sanitary Sewer Permit
Sender
David Arnold, PE
919-630-2552
Date
PO Box 810
Rolesville, NC 2-7571
919-435-6395
September 7, 2020
method UPS
Quantity
Date
Description
2
09/07/20
Fast Track Application
1
09/07/20
Check for $480
1
09/07/20
Flow Tracking/Acceptance
1
09/07/20
Flow Reduction Letter NC Dept of Environmental Quality
1
09/07/20
USGS Quad Map S P w
1
09/07/20
Checklist
Comments/Notes
Please see attached application and documents for your review. This is for a new neighborhood In
Franklin County. Please let me know if you have any questions or comments. Thanks, David
Robinson, Jason
From:
David Arnold <darnold@thenauco.com>
Sent:
Thursday, October 22, 2020 4:46 PM
To:
Robinson, Jason
Cc:
Cashion, Ted; Chris Doherty; Robert Cardon
Subject:
RE: [External] RE: Sutherland Station
Attachments:
New Doc 2020-10-22 16.36.11.pdf
• -External email: Do not-elinklinks or o0en attachments unless you verify. Senr3 all suspfelous email as an-attachm—ent to�
ort.spa m+ e. a
Jason,
Here is the revised FTSE form as provided by Franklin County. Let me know if you need anything else.
Thanks,
David Arnold, PE
N� The Rau company
Mobile (919) 630-2552
www.thenauco.com
From: -Robinson, Jason <iason.t.robinson ncdenr, ov>
Sent: Thursday, October 22, 2020 11:30 AM
To: David Arnold <darnold0thenauco.com>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Chris Doherty <cdohertfranklincount nc.us>; Robert Cardon
<rcardon(cDfranklincountvnc.us>
Subject: RE: [External] RE: Sutherland Station
We're still waiting to hear back from Franklin County staff to clarify if there are any downstream pump stations for this
project, and if so, to update the FTSE form.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVED-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: David Arnold [mailto:darnold0thenauco,coml
Sent: Monday, October 19, 2020 2:45 PM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Cashion, Ted <ted.cashion(a)ncdenr.gov>; Chris Doherty <cdohertfranklincount nc.us>; Robert Cardon
<rcardon(a)franklincountync.us>
Subject: [External] RE: Sutherland Station
1xternal°email. Do notalick.liriks•or open attaEh- eats un%'5s,.you:ver1fy tend all suspZcious email'as aniattactiinentto, .,
�renort.�pam �n :aov
Jason,
Please find the attached narrative for the project. There also are no high priority lines, just really long cul-de-sacs.
Chris or Bob w/FCPU will provide you with an updated FTSE form with any pump stations. I think both are out of the
office today.
Thanks,
David Arnold, PE
The Mao Company
Mobile (919) 630-2552
www.thenauco.com
From: Robinson, Jason <iason.t.robinsonCZDncdenr.eov>
Sent: Friday, October 16, 2020 3:59 PM
To: David Arnold <darnold thenauco.com>
Cc: Cashion, Ted <ted.cashion@ncdenr.eov>; Chris Doherty<cdohertv(ZDfranklincountvnc.us>
Subject: RE: Sutherland Station
David & Chris,
I'm following up on my email below (10/9).
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
*"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Cow and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Robinson, Jason
Sent: Friday, October 9, 202011:21 AM
To: David Arnold <darnold@thenauco.com>
Cc: Cashion, Ted <ted.cashion@ncdenr.gov>; Chris Doherty <cdoherty@franklincountvnc.us>
Subject: RE: Sutherland Station
HI David,
We received the application on September 9, 2020. Currently it's been taking us about 5-6 weeks to review/issue
permits.
I just did a brief review of the application and have the following questions:
1. Item IX.6 was checked "no" for high priority lines. We just wanted to confirm that, since the project includes
almost a mile of gravity line.
2. For the Flow Tracking/Acceptance Form (FTSE), we wanted to confirm that there are no pump stations
downstream of this project.
Also, a narrative needs to be submitted as described in Instruction B of the Fast Track Application (FTA)
B. Corer Letter (Required for All Application Packages)-
[) last all items included ill the application package. as well as a bref description of the requested perlllltt1112 action.
i Be specific as to the system type. ntunber of homes scm-ed. flow allocation required. etc,
> if ilecess y for clarity. include attacl11nelnts to the application fonn.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
*"Subscribe to Collection System & Sewer Permitting U dates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: David Arnold [mailto:darnold@thenauco.com]
Sent: Friday, October 9, 202010:38 AM
To: Robinson, Jason <jason.t.robinson@ncdenr.gov>
Subject: [External] Sutherland Station
3
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Jason,
We submitted a fast track sewer permit for Sutherland Station in Franklin County. Do you know where that permit
stands?
Thanks,
David Arnold, PE
N iheHauCompam
Mobile (919) 630-2552
www.thenauco.com
Robinson, Jason
From:
Robinson, Jason
Sent:
Wednesday, September 9, 2020 5:08 PM
To:
David Arnold (darnold@thenauco.com); Chris Doherty
Cc:
Cashion, Ted
Subject:
Sutherland Station
Mr. Arnold and Mr. Doherty
We received a package for a sewer extension application for the referenced project
The package did not include an actual application. It had the Flow Acceptance Form (FTSE), Flow Reduction Letter, USGS
map, and even the instruction pages from the application, but no actual application.
We'll need the application to process. Also, as described in Instruction F of the application, we'll need a street -level map
showing where the project is (in addition to the USGS map).
-Thanks
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.