WQ0040456_Application (FTSE)_20181109

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division aF Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: to d 9 d S (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Johnston County Public Utilities(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:Chandra C. Farmer PE per 15A NCAC.02T.0106(bl
Title: Director Johnston Coun Public Utilities
4. Applicant's mailing address: PO Box 2263 t of Environmental Quality
City: Smithfield State: NC Zip:27577-_ NC Dept
5. Applicant's contact information: OCT 4 9 20
Phone number: 9(89)989-5075 Email Address: chandra.farmer@,'ohnstonnc.com
11. PROJECT INFORMATION: Raleigh Regional Office
I. Project name:Tralee Athletic Club Phases 5 &6B
2. ApplicationlProject 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
3. County where project is located:Johnston
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.56724' Longitude:-78.36243
5. Parcel ID(if applicable): NC PIN 168600-91-7182
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Andrew Hodge. PE License Number:21094
Firm: Adams and Hodge Engineering, PC
Mailing address:314 East Main Street
City: Clayton State:NC Zip: Z7520-
Phone number: (2.L9)369-1938 Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
I. Facility Name:Central Johnston County WWTF Permit Number: NCO030716
Owner Name:Johnston County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s): WQJJL�1119 Downstream(Receiving)Sewer Size: 8 inch
System Wide.Cp1lection Svstem Permit Numbers WQCS00060
Owner Name(s):Johnston County Public Utilities
FORM: FTA 04-16 Page I of 5

VI. 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 Developer's Operational Agreement(FO�%t: DEV) been attached?
❑ Yes [-]No ®NIA
3. If the Applicant is a Home/Property Owners'Association,has art QMrational Agreement(FORM: HOA)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/Filter Backwash
❑ Businesses/offices/factories ❑ Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
%Industrial (.age 15A NCAC 02T 0103(20))
4Is there a Pretreatment Program in effect? ❑ Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.01 14 ? ®Yes ❑ No
If yes,provide a copy of now reduction IlDproval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow°•u No.of Units Flow
Residential 3 bedroom unit 240 gal/day 81 19,440 GPD
gal/ GPD
gall GPD
gal/ GPD
gal/ GPD
gall GPD /
Total 19,440 GPD7 r//
a See 15A NCAC 02T.01 14(b),(d), (e)(1) 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 15A NCAC 02T.01 14(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 operation patterns,and other measured data.
8. Wastewater generated by project: 19.440 GPD(per 15A NCAC 02T.0114 Z
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-lfi Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA or Applicable)-02T.0305& MDC(Gravity Sewers);
I. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 4,375 PVC
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section HI 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 02T.0.305(h)f 1):
❑ 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 5

IX: SETBACKS& SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T 0 5 & ® Yes ❑No
15A NCAC 02T.0305 contains 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 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 11 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
AnX building foundation 5 feet
Any basement 10 feet
Toe 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
%- 15A NC AC 02T.0305tg)contains alternatives where separations in 02T.0305(f)cannot be achieved.
*"Stream classifications can be identified using the Division's NC' Suface Water Classi Fcations wchpage
:- If noncompliance with 02T.0303(f1 or( ,see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ❑ Yes ❑No ®NfA
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 02B.0200? ❑ Yes ❑No ®N!A
r This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ®No
individual permits or 401 Water Quality Certifications?
t.
Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 c b (additional permits/certifications)? ® Yes [-]No
Per 15A NCAC 02T.0105(c)(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 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 ❑ 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 02Tr0403(a)(5)or the permilee's individual System-Wide Collection permit.
FORM: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC_02'r, the Minimum Design Criterb for th Permitting of bMp Statiolp,
and Force Mains latest version _and the Gravity Sewer Minimum Design Criteria{latest version)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 vrior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1, Andrew Hod=e, PE
.. _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 143-215.613, 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.
+�nrwr+rr��
North Carolina Professional Engineer's seal,signature,and date: rf�%A CARS
2 4 ES3� (�
SEAL
x 9 21094
IN
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3. Applicant's Certification per 15A NCAC 02T.0I06(b): 08/22/2018
I, % attest that this application for
(Signature Au
t ority'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 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 1 13� and 143-215_63, 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.
Signature: LCDate:A
FORM: FTA 04-16 Page 5 of

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Johnston County
Project Name for which flow is being requested: Tralee Athletic Club Phases 5 and 6B
More than one FTSE may be 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
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
b. WWTP Facility Permit#: NC0030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5 MGD
d. Estimated obligated flow not yet tributary to the WWTP 2.2481
e. WWTP facility's actual avg. flow 5.4020
f. Total flow for this specific request 0.01944
g. Total actual and obligated flows to the facility 7.6695
h. Percent of permitted flow used 80.7%
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 1 pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Tralee 0.2592 0.1037 0.0329 0.02909 0.06198 0.04170
* 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<0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Chandra C. Farmer, P.E. 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.
CLL'n� C, - Aakn-t'& I0
Signing Official SignaturJ Date
Page 2 of b
FTSF OR-1 I

CF W ATFR
`0� Q� Michael F.Easley,Governor
William G.Ross Jr.,Secretary
5 r North Carolina Department of Environment and Natural Resources
Q Alan W.M imek,P.E,Director
Division of Water Quality
May 18, 2005
Timothy Broome, PE, Director of Infrastructure and Engineering
Johnston County Public Utilities
PO Box 2263
Smithfield, NC 27577
Subject: Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Broome:
On February 22, 2005, the Division of Water Quality received a flow reduction request for
residences in Johnston County. The letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existing subdivisions.
The water use data provided between November 2003 and October 2004 with daily readings
taken during November 2004 was analyzed by central office and regional office staff with additional
information requested. Based upon this data and the County response to our additional information
requests, the Division hereby approves the use of 80 GPD per residential bedroom,with a minimum
of 160 gpd for one and two bedroom units in all applicable non-discharge permit applications.
Flow shall be incremented by 801gpd for each bedroom above two..Regardless of the adiusted
design daily wastewater flow rate at no time shall the wastewater flows exceed the effluent limits
defined in the NPDES Permit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension or service connection(s). A permit modification and fee is
required to apply this flow reduction to any existing permits where flows have been allocated.
If you have any questions or comments regarding this matter, please contact Marie Doklovic
at(919)733-5083 ext.371.
Sincerely,
Fr Alan W. Klimek, P.E.
cc: Ken Schuster, Raleigh Regional Office T"
Barry Herzberg, Raleigh Regional Office
Marie McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction File
One Pretreatment,Emergency Response and Collection Systems Unit Internet hop:lm2o.enrnastate.uslndpu
NOrthCarOlma 1617 Mail Service center,Raleigh,NC 27699-1617 An Equal Opportunity Actlon Ernployer
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ADAMS & HODGE
ENGINEERING , PC
October 5, 2018
NC Dept ofEnvironmental Quality
Ted Cashion OCT 0 9 2018
NC DWQ
3800 Barrett Dr Raleigh Regional Office
Raleigh, North Carolina 27609
Subject: Tralee Athletic Club Phase 5 & 6B
Johnston County
Please find attached one original and one copy of the following:
1. Complete Fast Track Application for Gravity Sewers, Pump Stations, and Forcemains
(Form FTA 04-16), signed by Engineer&Town
2. $480.00 Check for Application Fee
3. Flow Tracking/Acceptance for Sewer Extension (Form FTSE 04-16)
4. A copy of Town of Clayton's "Flow Reduction Approval" letter
5. USGS Quad Map showing approximate site location
6. Street Level Map
Project Narrative:
This project includes +/-4,375 if of new 8" gravity sewer to serve a proposed 81 lot residential
subdivision. Requested flow is 19,440 GPD. The project will flow to an existing public gravity system
owned and maintained by Johnston County. The flow will end up at the Central Johnston County WWTF.
If you have any questions or comments, please give me a call at 919-763-7278 or email to
[e-mail] .
Sincerely, CARol
a SEAL
Donnie Adams, PE S � 26469
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ADAMS&HODGE ENGINEERING,PC • 314 East Main Street,Clayton,NC 27520 • 919-369-1938/919-763-7278 • Firm#C-4187