WQ0041095_Application (FTSE)_20190812

1
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0340 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 'A/Q0 Q (�-! (labc camplcted by nWP) P".4to"C 6-
1-1 I,f
All items must be completed or the aPPliC2tion will be returned �VrtM� `� "` (0-
1. APPLICANT INFORMATION:
I. Applicant's name: Franklin County (company, municipality, HOA, utility, c(c.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Fcdcral ® Slalc/County ❑ Municipal ❑ Other
3. Signature authority's name: Chris Doherty per ISA `CAC 02T 0106fb]
Title: Public Utilities Director
4. Applicant's mailing address: 1630 US Highway #i
City. Younesvillc State: NC Zip: 27596-
5. Applicant's contact infortration:
Phone number. U9) 556-6177 Email Address: cdoherty(@rranklincountync.us
H. PROJECT INFORMATION:
1. Project name: Providence Grande Phase I
U
_CY
2. Application/Project status: ®Proposed (New Permit) ❑Existing PcrmiUProjecl
to
� 0
If a modification, provide the existing permit nwnbcr: WQ00 and issued date:
m
Q
1f new construction but part of a master plan, provide the existing permit number: WQ00
0
3. County where project is located: Franklin
t;
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.0739" Longitude: -78.5263'
w � �
5. Parccl ID (ifapplicablc): 1844-044027
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(or Parcel ID to closest downstream sewer)
III, CONSULTANT INFORMATION:
1. Professional Engineer. Jonathan Eakins License Number: 24642
Firm: The Nau Company, PLLC
Mailing address: PO Box 810
City. Rolcsvillc State: NC Zip: 27571-�
Phone number: 919 6164716 Email Address: icakinsAfficnauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin Count Wastcwaler Treatment Facility Permit Number: Ntr0069311
Owner Name: Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numbcr(s): WQ003 DownstreamRccciving) Sewer Sizc: 8 inch
Svstem WideCollcction Svstcm Permit Numbers fifa licablcl: WQCS00179
Owner Namc(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 Developer'- Operational Asrzrmcni,(FORM: DEV been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a l inmc/Pron rtv O%%mers' Association has_anOi�ctatiaraal A ,rorient frORll�f iOrlti been attached?
❑ Yes []No ®N/A
4. Origin of wastewater: (chock all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential fused ❑ Retail with food prcpatmtion/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilitics ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filler Backwash
❑ Businesses / ofiiccs / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Cotmmercial % Commercial
% Industrial (5ck: 15A NCAC 02T .010 3(20))
'--als Ihcre a Pretreatment Program in effect? ❑ Yes ❑ No
G. Hasa flow reduction been approved under 15A NCAC 02T .0114 ? ® Yes ❑ No
D [ryes. Ilrovide a cony of flow reduction approval letter
7. Summarize wastewaler generated by project -
Establishment Type (sec OZT� 0114ft1)
Daily Design Fio+v' b
No. or Units
Flow
58 Single Family Homes
250 gal/day
58
14,500 GPD
gall
GPD
gall
GPD
anal/
GPD
gal/
GPD
gall
GPD
Total 1
14,500 GPD
a See 15A NCAC 02T .01 14(b), id1_ (iff I } zinc[ feiQ 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 Walerway 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or opera ion patterns, and other measured data.
Wastewater generated by project: 14,500 GPD (per 15A NCAC 02T .01 I-
1r 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 pennitled 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.030S & AIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 11056 PVC
8 1,400 DIP
D Section 11 & 111 of the MDC for Pcmhitting of Gravity Sewers contains information related to design criteria
> Section Ill 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 or Applicable) — 02T .0305 & 11 DC (Puma Stations/Farce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Pump Station 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.0739' Longitude:-78.5263'
3. Design flow of the pump station: 0.04208 millions gallons per day (firm capacity)
4. Operational point(s) of (lie pump(s): 27.44 gallons per minute at 104.45 feel total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
2 2415 SDR21 PVC
6. Power reliability in accordance with 15A NCAC 02T .030" t F
® 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 permancnl to facility
Or if the pump station has an average daily flow less titan 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 .03050i)(1)(C):
D It shall be demonstrated to the Division that the portable source is owncd 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 (he 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 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all scpanitions found in 15A NCAC 02T .0305(f) & ® Yes ❑ No
D 15A NCAC 02T.0305 contains minimum sc arations that shall be rovidcd far sewer s stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 incites
Water mains vertical -water over sewer including in benched trenches)
18 incites
Water mains(horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines fliorizontal - reclaimed over sewer)
2 feel
**Any private or public waler supply source, including any wells, WS-f waters of Class I or
Class It impounded reservoirs used as a source ordrinking 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 sec item IX.2
50 feel
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feel
Anv buildina foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and intcrcc for drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 incites
> 15A NCAC 02T,0305f el conlains aliematives where separations in 02T_0305tf) cannot be achieved.
i- **Stream classifications can be idctitified using [lie Division's NC_SUrfl c Wnier C_la_ssificalionss % chnage
> If noncompliance with 02T.0.05ff1 or [cJ sec Section X of this appliCation
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
Sec the Division's draft separation requirements for situations where separation cannot be meet
Y No variance is required if lite alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200' ®Ycs ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require covcrage/audiorization under a 404 Nationwide or ® Yes [—]No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Bu1%r Pcmmmi nu Br knch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional perittils/certifications)? ® Yes ❑ No
Per 11 5A NCAC 02T.0105[c;[6), directly related environmental pennils 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, storinwatcr management plans, cic.).
6. Does this project include any sewer collection lines that arc deemed "high -priority?"
Per 15A NCAC 02T,04Q , "high -priority sewer" means "any atrial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undennines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
"- 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.BA. A N.Q {13T, the Minimum Design Crilgia for [lie Pcnnillin r ar ru�n,� stations
;Md Fr,rce Maiits (I,ir41 �crci«,1, and the Gravity Sewer Minismnn DcsiLn Criteria latest vcrsianl 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 lite re ue t is reguired Prior to submittal of the Fast Track Application and supporting ocuments.
2. Professional Engineer's Certification:
I, Jonathan Eakins PE attest that this application for
(Professional Engineer's name from Application 11cm 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 furthcr attest dial 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 lite East -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 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 S 10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineces seal, signature, and date: ' ��` �"�N . N....,QZ
0 0i.
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3. Applicants Certification per 15A NCAC 02T .0106(b):
I, Christo her Dohedy attest that this application for
(Signature Authority's name & title from 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 arc not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewaler from this non -
discharge system to surface waters or the land will result in an immediate cnforcctttcnt 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 (his application package arc 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 143-215.6A and 143-215.6I3, 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 S10,000 as well as civil penalties up to S25,000 per violation.
Date: CDI
FORM: FTA 04-16 Page 5 of

NC Dept of Environmental Qua'it`
AUG 12 2019
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Raleigh Regiot;alow�racking/Acceptance for Sewer Extension Applications
(FTSE 0446)
Entity Requesting Allocation: Franklin Count
Project Name for which flow is being requested: Providance Grande Phase i
More than one FTSE may be required jar a single project if the owner of Me H11VTP is not responsible far all primp
stations along lire route of the proposed wastewaterJlow
1. 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 #f: NCO0693 L
AII, f lotus are in MGD
c.
WWTP facility's permitted flow
3.00
d.
Estimated obligated flow not yet tributary to the WWTP
t.34
e.
WWTP facility's actual avg. flow
t . t to
f.
Total flow for this specific request
0.0145
g.
Total actual and obligated flows to the facility
Z . t
It.
Percent of permitted flow used
_
93p/—
II. Complete this section for each pump station you arc responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Avcragc Daily
Station
Firm Flow*"
(Name or
Capacity, * (Firm / pf),
Number)
MGD MGD
On -Site 0.04208
0.01683
(li)
(C)
(D)=(8+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***
0.0145
NIA
0.0145
0.00233
0 CD.2o
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (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 < p.
Downstream Facility Name (Sewer): r2 (-%, tJ Gv.a T , hJ Cr W WT?
Downstream Permit Number: PAC O D fa g 3 t l
Page 1 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 II 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
FTSE 04-16

� U.S wU Map provided by MyTopo.com

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The Nau Company
Consulting Civil Engineers
Deliver to
TRANSMITTAL.
Sender
PO Box 810
Rolesvillle, 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 1 Delivery method Hand Delivery
Project name
Submittal type
Project number
Province Grande Phase 1
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
Environmental Q�aiity
IBIS
Tonal Olftce
Comments/Notes
IYYY .I.I.Y.

The Nau Company
Consulting Civil Engineers
August 12, 2019
REVISED October 1, 2019
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Province Grande Phase 1 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 Province Grande Phase 1 project located in Franklin County, NC. Below is a
summary of the system to be permitted:
System Name: Province Grande Phase 1
Homes served. 58
Flow allocation required: 14,500 GPD
Pipe data: 1,056 LF of B" PVC gravity sanitary sewer
1,400 LF of 8" DIP gravity sanitary sewer
2,415 LF of 2" SDR 21 PVC force main
The gravity sewer for this project flows to a proposed pump station with a grinder pump.
If you have any questions or concerns, please let me know.
Sincerely,
The Nau Company, PLLC
lonath Eakis, PE
jeakins@t� uco.com
PO Box 810 / Rolesville, North Carolina 27571 / [phone]

Cashion, Ted
From: Jon Eakins I The Nau Company, PLLC <[e-mail]>
Sent: Tuesday, October 01, 2019 11:38 AM
To: Cashion, Ted; Chris Doherty
Cc: Robinson, Jason
Subject: (External] RE: Providence Grande Phase 1 fast track sewer extension application
Attachments: 2019-10-01 - Province Grande Phase 1 Cover Letter.pdf; 2019-10-01 - Province Grande FTA
- SIGNED.pdf
� External email. ao naot- .liril or open attachments unless you verify. Send all suspicious email as an attachment -to
rwa[Lpam C&n L.&a_v. — — — — — - -- -- .
Good morning — attached are the revised narrative and updated application.
Please let me know if you need anything else.
Thanks
Jon Eakins, PE
The Nau Company
office: 919-435-6395 x4
mobile: [phone]
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, September 25, 2019 4:58 PM
To: Chris Doherty (cdohertv(&franklincountync.us] <cdohertfranklincount nc.us>; Jon Eakins I The Nau Company,
PLLC <[e-mail]>
Cc: Robinson, Jason <iason.t.robinsonPncdenr.gov>
Subject: RE: Providence Grande Phase 1 fast track sewer extension application
Also please supply the correct downstream sewer permit number. The permit number provided on the application,
WQ0039797, is for a facility in Mecklenburg County. This was an issue in a previous application.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(ancdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, September 25, 2019 4:58 PM
To: Chris Doherty ([e-mail]); Jon Eakins I The Nau Company, PLLC
Cc: Robinson, Jason
Subject: RE: Providence Grande Phase 1 fast track sewer extension application
Also please supply the correct downstream sewer permit number. The permit number provided on the application,
WQ0039797, is for a facility in Mecklenburg County. This was an issue in a previous 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
D-..E
Dtps�:ne�+i of fmrorrrrn:at pua�l�
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records taw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Wednesday, September 25, 2019 4:25 PM
To: Chris Doherty ([e-mail]) <[e-mail]>; Jon Eakins I The Nau Company,
PLLC <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: Providence Grande Phase 1 fast track sewer extension application
Chris and Jon,
We are reviewing the subject application. The narrative for this project did not include the pump station or force
main. Please submit a revised narrative with this info, and confirm if grinder pumps will be installed for the 2-inch FM.
We'll continue drafting the permit upon submittal of the above.

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, September 25, 2019 4:25 PM
To: Chris Doherty ([e-mail]); 'Jon Eakins I The Nau Company, PLLC'
Cc: Robinson, Jason
Subject: Providence Grande Phase 1 fast track sewer extension application
Chris and Jon,
We are reviewing the subject application. The narrative for this project did not include the pump station or force
main. Please submit a revised narrative with this info, and confirm if grinder pumps will be installed for the 2-inch FM.
We'll continue drafting the permit upon submittal of the above.
Thx
ted
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
Subscribe to Collection System & Sewer Permitting pdates
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.