WQ0041018_Application (FTSE)_20190715

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DLvlslon of Water Resources FTA 04-16 St SUPPORTING DOCUMENTATION
Application Number: �qVU LI f Ito he completed by MR)
All items must be completed ar the anplication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Franklin County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation
p El General Partnership ❑Privately -Owned Public Utility
❑ Federal ® StateiCounty ❑ Municipal ❑ Other
3. Signature authority's name: Chris Doherty per I --)A NCAC 02-17 .0I06(h}
Title: Public Utilities Director
4. Applicant's mailing address: 1630 US Highway 01
City: Youn gs Mlle State; NC Zip: 27596-
5. Applicant's contact information:
Phone number. [phone] Email Address: cdohe rlfranklincount ne.us
H. PROJECT INFORMATION:
1. Project name: Ashbem, Ph2
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2. Application/Project status: ® New Proposed Permit
p ( ) ❑Existing PermiGiProjcct
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If modification, provide the existing permit number: WQ00 and issued date: _
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If new construction but part of master plan, provide the existing permit number: WQ00
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3. Count}, where project is located: Franklin
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4. Approximate Coordinates (Decimal Degrees): Latitude: 36.0726 Longitude:-78.5067
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5. Parcel ID (if applicable): 18=I4-66-9023
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(or Parcel ID to closest do%Nitstreant sewer)
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111. CONSULTANT INFORMATION:
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I. Professional Engineer: Jonathan Eakins License Number: 2464"
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Firm: The Nau Compaq, PLLC
Mailing address: PO Box 810
City: Rolesville State: NC Zip: 27571-
Phone number: [phone] Ismail Address: Leakins pthenauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County Wastewater Treatment Facilit Permit Number: NCO06931
Owner Name: Franklin Count Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Pcrmit Number(s): WQ0039797 Do«itstream (Receiving) Sewer Size: 12 inch
System Wide Collection Sv.. tcnt Permit Number(s) (if'appl,icable). WQCS00179
Owner Name(s): Franklin County Public Utilities
FORM: FTA 04-16 Page] of 5

V1. GENERAL REQUIREMENTS
I . If the 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 Develo er's Operational Agreement I-ORM: DI"V been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a I home -Pro pert Owners' Association. has an Operational Agreement DORM: HOA been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater- (check all that apply);
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical dental .' veterinary facilities ❑ Swimming Pool iClubhouse
❑ 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 See I SA NCAC 02T .0103 30)
:ls there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ® Yes ❑ No
� If ves rovide a co • of flow reduction aPProval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I IJ Ili
Daily Design Flow
No. of Units
Flow
17 Single'Family Homes
250 gal/day
17
4,250 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Tv1al
4,250 GPD
VX
a See 15A NCAC 02T .0I 14 b . d e I and e 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 east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I3A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 021'.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
R. Wastewater generated by project: 4.250 GPD (per 15A NCAC 021' .01 14) /
i% Do not include future flows or previously permitted allocations v
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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - {t?T .0305 & MDC tG raviOl Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
s 771 PVC
Section II & 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 .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021' .0305 h 1 :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13);
i- Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
7w 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(Ih)(1)(C):
It shall be demonstrated to the Division that die portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station_
{ If die 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, shhalI be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SUBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T ,0305(t) 6L. (gy ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum senarations that shutt he nmVirlarf fnr r,-w,-r eve1,—,
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer includin g 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 If impounded reservoirs used as a source of drinkin * water
100 feet
**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?
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
Top sloe 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
I5A NCAC 021:.0305(ul contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface_Water Classifications webnace
If noncompliance with 02T.0305(1) orb), 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 15A NCAC 0213 .0200? ® Yes ❑ No ❑ NIA
This would include Trout Buffered Streams per 15A NCAC 2B.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 & Huffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 c 6) (additional permits/certifications)? ® Yes ❑ No
Per .15A NCAC 02T.0I05(c)(61, 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, stortnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
;;- If Yes, include an attachment with details for each line, including type (aerial line, size, material. and location)
High priority lines shall he 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 die submitted system comply with 15A NCAC 02T, the Minimu Desi m Crileri:t_for the !'omgittinof Pumrt Stations
and Fnrcc %I in-e;s1on}, and the G::stity S Ln•cr hlinimurn Dcsi +n Criterii lit t %-crsion as applicable?
® Yes ❑ No
If No, complete and submit (lie Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval or the request is required prior to submittal of the Fast Track Application and supportin documents.
2. Professional Engineer's Certification:
1, Jonathan Eakins PE attest that this application for
(Professional Engineer's name from Application Item Ill.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 scat 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 S 10,000, as well as civil penalties up to $25,000 per violation.L.+,++ r I r
North Carolina Professional Engincees scam, signature, and date: . •. ....�,
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3. Applicant's Certification per 15A NCAC 02T .0f06(b):
1, Christopher Doherty 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 arc not completed and that if all required supporting documentation and attachments arc 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 %vaters 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 1.13-21 iAA 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 S10,000 as well as civil penalties up to S25,000 per violation.
Datc:
FORM: FTA 04-16 Page 5 of

} NC Dept of Fnvironmental Quality
JUL 15 2019
State of North Carolina
Raleigh Regional omment 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: Ashbeny Phase 2
More than one FTSE njay be required for a single project if the owner of the IVIVTP is not responsible for all punip
stations along the route of the proposed irastewater flow.
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 #: NCO06931
All, flows are in MGD
c. WWTP facility's permitted flow 3.00
d. Estimated obligated flow not yet tributary to the WWTP _ .itt
e. WWTP facility's actual avg. flow 1 % Co
f. Total flow for this specific request 0.00425
g. Total actual and obligated flows to the facility 2.5 a 4 -.5
h. Percent of permitted flow used 253 72
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow"
Current Avg.
Tributary
Flow Plus
(Name or
Capacity,(Firm I pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD MGD
MGD
MGD
Flow
Capacity***
aaLg 1.4 0..5IC T0.e1 J o. t 1 0.
E!!! ,,%K T t.oz clod a.o o d.tt a. v.2o
*—The Firm Capacity afany 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 < 0.
Downstream Facility Name (Sewer): _ FCZ 4L�k w tj
Downstream Pen -nit Number:tA Qyp92� 1
Page l of 6
FTSE 04-16

Ili. 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 nonnal 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

Ik
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 July 15, 2019
919-791-4200
1 Delivery method Hand Delivery
Project name
Submittal type
Project number
Ashberry Village Phase 2
Sanitary Sewer Permit - First Submittal
Quantity
Date
Description
2
Fast Track Application (FTA)
1
Check for $480
1
Flow Tracking/Acceptance Form (FTSE)
i
USGS Quad Map
1
Aerial Map
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Comments/Notes

The Nau Company
Consulting Civil Engineers
August 8, 2019
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Ashberry Village Phase 2 Sanitary Sewer Permit
Dear Ms. Deck:
Attached are the required documents for the permitting of the gravity sanitary sewer line
required for the Ashberry Village Phase 2 project located in Franklin County, NC. Below is a
summary of the system to be permitted:
System Name: Ashberry Village Phase 2
Homes served: 17
Flow allocation required: 4,250 GPD (250 GPD per lot)
Pipe data: 771 LF of 8" PVC gravity sanitary sewer
If you have any questions or concerns, please let me know.
Sincerely,
The Nau Company, PLLC
Jonath n Eaki , PE
jeakins thena o.com
PO Box 810 / Rolesville, North Carolina 27571 / [phone]

Deck, Erin M
From: Jon Eakins I The Nau Company, PLLC <[e-mail]>
Sent: Thursday, August 8, 2019 3:53 PM
To: Deck, Erin M
Cc: [e-mail]
Subject: [External] Re: Ashberry Ph 2-Fast Track Sewer extension application
Attachments: 2019-08-08 - Ashberry Phase 2 Sewer Permit Cover Letter.pdf
Attached is a cover letter for the project. The attachments referenced in the letter have already been submitted.
If you need anything else please let me know.
Thanks
Jon Eakins, PE
The Nau Company
I.� I
Office: 9j19-435-6395 Extension 4
Mobile: [phone]
www.thenauco.com
On Thu, Aug 8, 2019 at 2:44 PM Deck, Erin M <erin.deck c ncdenr. ov wrote:
Good Afternoon,
I am in the process of reviewing the subject application and require additional information.
Per the general instructions, a cover letter is required. Please submit a cover letter with the system type,
number of homes served, flow allocation required etc. If necessary for clarity, include attachments. Once this
is received, I can move forward with drafting this permit. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office

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