WQ0043826_Application (FTSE)_20220921

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Raleigh Regional Off', Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
NCbePtofEnvironmcntal QUA IiL
SEP 21 O2
Application Number: wp oo 3 a ?jP bo complctcd by DW R)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: 1'C r--u - w Jl +mow G t-, , s a kA
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 15A NrCAC 02 T .0106(b)
Title: Public_ Utilities Director
4. Applicant's mailing address:14" US Hi way #1
City. Youngsville State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: 9{ ) 556-6177 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Legacy - Phase 2
2. Application/Project 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 .w
3. County where project is located. Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36,Q6066° Longitude:-78.45859:'
5. Parcel ID (if applicable): 1854-80-1461
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian O'Kane License Number: xcxxx 037468
Firm: The Nau Company, PLLC
Mailing address: PO Box 810
City: R lesville State: NC Zip: 27571-
Phone number: 252 702-1910 Email Address: bokane@ henauoQ&om
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County Wastewater Treatment Facility Permit Number: NCO06931 l
Owner Name: Franklin County Pvbli"tilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Permit Number(s): WQ0022020 Downstream (Receiving) Sewer Size: 8 inch
System Wide Co[icction Svstcru Pamir ?Yamberfs) (if nVp]icabl : WQCS00179
Owner Name(s): Franklin County Public Utilities
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a f evelonrr's Chxma ianal Agrurnrnt (FORM: LLEbeen attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a f lomcefproperty Owners' Associatiun. has an Operational Agrccmcnt (FORM: 110A 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 preparationtservice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical I dental I veterinary facilities Cl 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 {Sec 15A NCAC D2T .01(t�2
t•Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114 ? ® Yes ❑ No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)1
Daily Design Flow',b
No. of Units
Flow
108 Single Family Homes
250 gal/day
108
27,000 GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
27,000 GPD
a See 15 NCAG QZT .0I 14{b7, {d), (e](1) and (012) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 l 1411141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 27,000 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Graviq $ywrn1;
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,162
PVC
8
2,807
DIP
9 Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T 6305 & MUC Mg ma Statlon&Tproe Maim :
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 ISA NCAC.02-1 .0305(bXl}:
❑ 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
➢ 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.
➢ 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

IX SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 0.2T ;0305 t& W ® Yes ❑ No
➢ 15A NCAC 02T.0345contains 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
I8 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewerl
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II 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
Any buildin foundation
5 feet
Any basement
10 feet
TOP slope of embartkrnent or cuts of 2 feet or more vertical heipbt
10 feet
Drama e systems and interce for drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 92TT03PI(g) contains alternatives where separations in 02T_0305fi] cannot be achieved.
D "Stream classifications can be identified using the Division's NC Surface 4i Mr C it��arious wct,paac
➢ If noncompliance with 02T_0105(Qs� 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
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I $A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 211.0202
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 & Bk{f er Penn ttiE'f Rran�,h
5. Does project comply with 15A NCAC 02T.0105fcU6 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.01Q5( (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 i SA 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 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 15A NC&C 02T. the Minimum f]esi&r C' 7etjn far the Permitting of?=Ial 5txtjans
end_Forto Mains ilatest vrrs!a711, and the Gravity der Minimum Dmim� Criteria {laYt€Rt vetxian� 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 request Is required urfor to submittal of the Fast Track Avolleation and su ortin documents.
2. Professional Engineer's Certification:
I, _ I&6 4A)� V 4�fi l�% G _ _ attest that this application for
(Professional Engineer's name from Application Item III.I .)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
SEAL
037468
1 !
3. Applicants Certification per 15A NCAC 02T .0106(b): �i,��9+/U, T Vy'P++a
1116611000
I, C t4ewrbT-7k 01 =0h 9 attest that this application for
(Signature Authority's name & title ffbin Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and Ha-215.§B. 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: 'Ct� tA ZaLz�-
FORM: FTA 04-16 Page 5 of 5

The Nau Company
Consulting Civil Engineers
September 20, 2022
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Legacy - Phase 2 Sanitary Sewer Permit
To whom it may concern:
2q"ePt Of Environmental Quality
SEP 21
Raleigh Regional Off,«
Attached are the required documents for the permitting of the gravity sanitary sewer line
required for the Legacy - Phase 2 project located in Franklin County, NC. Below is a summary of
the system to be permitted:
System Name: Legacy - Phase 2
Homes served: 108
Flow allocation required: 27,000 GPD
Pipe data: 3,969 LF of 8" gravity sanitary sewer
The gravity sewer for this project.
If you have any questions or concerns, please let me know.
Sincerely,
The Nau Company, PLLC
Brian O'Kane, PE
[e-mail]
PO Box 810 / Rolesville, North Carolina 27571 / [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Franklin County FL E V t <ee crn-�
Project Name for which flow is being requested: Legacy - Phase 2
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Franklin County
b. WWTP Facility Permit #: NC006931
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. 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
3.000
0.620
1.200
0.0145
1.8345
61.15%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
Legacy
Pump
Station
Permit
No.
Firm
Capacity,
MGD
0.532
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average
Approx.
Not Yet
Total Current
Daily Flow**
Current
Tributary
Flow Plus
(Firm.+ pl),
Avg. Daily
Daily Flow,
Obligated
Available
MGD
Flow, MGD
MGD
Flow
Capacity***
0.148
0.0115
0.003
0.0148
0.1332
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Franklin County
Downstream Permit Number: S 00179
Page 1 of 6
FTSE 10-18

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 cap, ' ' ' , 1. . e proposed new wastewater.
QP2�
11-30-22
Signing Official Signature Date
Pubic UtiEities Director
Titre of signing Official
Page 2 of b
FTSE 10-18

1l1612017
r
MyTopo Map Print
• k I
• f
f
' r
�h
I a a }'sm:m
N 0 40.75 Mi
0 0.75 Map provided by MyTopo.com
hV:gmap-pass.mytopo.com/mapslprint mytopo.asp?print--20 scale=8&Iayer=DRG&Iayer=HILLSHADE&Iat=36.05735131016378Jon--78.46488952638719&o.,. 111

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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.
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 260 gallons per day per single-family dwelling, effective immediately. This now
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 files maintained by the Raleigh Regional Office will
be updated for any flow being shown as not yet tributary to the WWTP.
dYa�t�l!! a
North Carolina Division of Water Quality 1628 Mail Service Center
Internet:�nvsv.nc�v Raleigh, NC 27699-1628 Phone (919) 79I 4200 Customer Service
r Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal 0pportunk/Aft"l1ft Acllan Employer— 60% Reayded110% Posl 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 t
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 [phone], or by
electronic mail to [e-mail].
ncmall.net.
Sincerely,
far 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

Robinson. Jason
From:
Brian O'Kane < [e-mail] >
Sent:
Monday. December 12, 2022 9:07 AM
To:
Robinson, Jason; Doherty, Chris
Cc:
Kurtz, Cassidy; Thomas, Zachary T; Timothy Nau
Subject:
[External) RE: RE: Legacy - Phase 2
k CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
i Report Spam.
Jason —
Good morning. I hope you had a good weekend.
Please see below the explanations on the questions from FCPU.
Let me know if you have any further questions.
Thanks,
Brian
Brian O'Kane, PE
kThe Nau Company
Office [phone] x6
Mobile [phone]
www.thenauco.com
From: Robinson, Jason <[e-mail]>
Sent: Monday, December 5, 2022 10:58 AM
To: Brian O'Kane <[e-mail]>; Doherty, Chris <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>
Subject: RE: RE: Legacy - Phase 2
Thanks Brian,
1. The new FTSE that you submitted and the one that originally submitted show vastly different values for the
downstream Legacy Pump Station.
The originally -submitted FTSE showed a total firm capacity of 42,080 GPD and available capacity of 2,330
GPD
The resubmitted FTSE showed a total firm capacity of 532,000 GPD and available capacity of 133,200 GPD
Please explain this discrepancy. The resubmitted FTSE is the correct numbers. The previously submitted FTSE
used numbers from another application mistakenly.
2. Also, a permit number was not provided for the downstream Legacy Pump Station on the recent FTSE. We have
issued several sewer extension permits for the Legacy development over the last 4+ years. Does one of those
permits include The Legacy Pump Station? I'm thinking it may be WQ0039497, but that application showed a
Firm Capacity of 0.525 MGD, which is slightly different than what was shown on this recent FTSE (0.532
MGD). Correct on the permit number. The 0.525 MGD is correct for the design flow ... the previous was the
number of the actual math to determine the pump sizing.

Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919 7914200
"Subscribe to Collection System_& Sewer Permitting Updates"
D7- � E
ocportment of Cnironmeniai €loafity
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Brian O'Kane <[e-mail]>
Sent: Thursday, December 1, 2022 10:23 AM
To: Robinson, Jason <jason.t.robinson(@ncdenr.gov>; Doherty, Chris <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>
Subject: RE: (External] RE: Legacy - Phase 2
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason —
I hope you are doing well. I've attached the revised USE from FCPU and the pump station name is listed below (LEGACY
Pump Station (Permit # 39497).
Please let us know if you need anything else.
Thanks,
Brian
Brian O'Kane, PE
1 The Nau Company
Office [phone] x6
Mobile [phone]
www.thenauco.com
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, November 16, 2022 1:46 PM
To: Doherty, Chris <[e-mail]>; bokaneLathe nauco.com
Cc: Kurtz, Cassidy <Cassidy.KurtzPncdenr.gov>; Thomas, Zachary T <[e-mail]>
Subject: RE: (External] RE: Legacy - Phase 2

Thanks Chris,
We'll also need responses to the first two items in my first email
------------
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}
D E
NC;b? i f i C �I-ii I INA
kj/�
Department of Environmental (biaiily
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Chris Doherty <[e-mail]>
Sent: Wednesday, November 16, 2022 7:12 AM
To: Robinson, Jason <[e-mail]>; [e-mail]
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>
Subject: [External] RE: Legacy - Phase 2
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason
Yes, the applicant is FCPU. FCPU, Franklin County, Franklin County Water and Sewer are all the same entity. I will
ensure all future applicants are FCPU
THANKS
CKD
Chris Doherty
Public Utilities Director
1630 US 1 Highway
Youngsville, NC 27596
Office 919-556-6177
www.fcpu.us
��� nklin
r,.. ou nt
t� kllfa7+C �1 �+S.i l=¢Ff !til:il �+l f Ofr7!tti �IlfY

From: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Sent: Tuesday, November 15, 2022 4:49 PM
To: Chris Doherty <[e-mail]>; bokane thenauco.com
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>
Subject: RE: Legacy - Phase 2
Chris & Brian,
In addition to my earlier email, we also have the following question:
This application stated that the applicant was "Franklin County", but several apps we've received earlier this year were
for "Franklin County Public Utilities".
I assume the applicant/permittee for this project should also be FCPU?
-------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919 791-4200
**Subscribe to Coilection System & Sewer Permitting Updates**
�DE 'k�' 1 Q
�
Departmont of En vil mental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Robinson, Jason
Sent: Tuesday, November 15, 2022 1:46 PM
To: Doherty, Chris; [e-mail]
Cc: Kurtz, Cassidy <[e-mail]>; Thomas, Zachary T <[e-mail]>
Subject: Legacy - Phase 2
Chris & Brian,
We are reviewing the referenced sewer extension application and have the following questions/comments:
1. On the Flow Tracking /Acceptance Form (FTSE 04 16), a pump station is listed in Item II named "On -Site". Does
this pump station have a another identifying name, and a permit number? LEGACY Pump Station (Permit #
39497)
2. Also for that downstream pump station, Column B of the FTSE form shows a current daily flow of .0145
MGD. Column C shows no obligated (paper flow), and Column E shows a current available capacity of
0,00233. So it appears that the current available capacity (.002 MGD) isn't enough capacity to handle the
additional 0.027 MGD that is proposed for this project. Please address this concern.

3. The application that was submitted was an older version (4-16). There is a newer version that should be
submitted for future submittals (06-21). Since we didn't catch it when it first came in, and it's taken us a while
to start review, we'll accept the older version this time.
4. Instruction F of the application requires that the USGS Top map show the components of the project (gravity
line, PS & FM). Please make sure to include this on future submittals.
Please address Items 1 & 2 above.
------------
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"
D7 E
U-Ne, Q
Department aE Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.