WQ0044719_Application (FTSE)_20231010

rocuSign Envelope 0: 190AD77D-9922-4708-8ClC-FE00462BO243
State of North Carolina
NC DWR Dept of Envirofiracn tat Quai Ity Department of Environmental Quality Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DtvIsIon of Water Resources
FTA 06-21 & SUPPORTING DOCUMENTATION
Applicationg"Reg'011al MCC •(tv be completed by MR)
All
toj,qq
F- i (ion will be returned
I. APPLICANTIN FORMATION.
1. Applicant's name: JohnstonCounty.Ni (company. municipality, 1-10A, utility, etc,)
F 2 Applicant type: [ I Individual Corporation El General Partnership Privately -Owned Public Utility
El Federal 0 State,County El Municipal El Other
3 Signature authority's name: Brian Beasley per 15A N CAC 02'ro 106 b _
Tltic: Solid Waste Services . ... .. Director
4. Applicantimailing address: Q Box 26�3
City, 5-t-flahlield State; NC'., Zip: =7-_
5 Applicant's contact information:
Phone number: (219) 93-AZ� Email Address: brig n.beasley0johnstonric.com
r 11. PROJECT INFORMATION:
I : Project
1 AppficationfPrq�jcct status: 0 Proposed (New Permit) ❑ Existing Permits Project
If a modification, provide the existing permit nunibcr• WQ00_ and issued data I
For modifications, also attach a detailed narrative description as described in Item G of the checklist,
If new comaruction, but part of a master plan, provide the exWing permit number: WQ00-
3. County where proj'ect is located, Johnston
4, Approximate Coordinates (Decimal Degrees): Latitude, 15.520181 > Longitude: -28.431470
S. Parcel ID (it'applicable). 15108028 (or Parcel ID to closest downstream sewer)
Ill, CONSULTANT INFORMATION:
I Professional Frigincer: PieterK� Scheer License Number, Q2J-(k)()
Firm: Smith Gardner- Inc.
Mailing address: JA L _tL gylan Av
City: State: NC Zip: _2_760
Phone number: (219) S18-DI L17 Email Address:
IV. WASTEWATER. TREATMENT' FACILITY (WWTF) INFORMATION:
I Facility Name-, 210 WW Treatment Facility Permit Number, NC0030716
Owner Name: Johnston Coumv, N
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Nurnber(s): WQ0036319
2. Downstream (Receiving) Sewer Information: _L inch Gravity 'R Force Main
3. System Wide Collection System Permit Numbers) (if applicable): WQCS-
O,,vnerName(s)-Johnston -County. N_Q
FORM; FTA 06-21 Page I of 5

)cuSign Envelope 0- 19DAD77D-9922-4708-8CIC-FED046280243
V1. GENERAL REQUIREMENTS
I If the Applicant is a Privately -Owned Public Utility, has a Certificate Of Public Convenience and Necessity been attached?
0 Yes El No 0 NIA Ll
2. If the Applicant is a Developer of lots to be sold, has a Develoner's Operational Agreement (FORM: DEYJ been attached?
0 Yes F-1 No 0 NiA
LA
3. If the Applicant is Home,,Property Owners' Association, has an JJQA EQA Operational Agreement (FQRlLt; 1I06) and
supplementary documentation as required by 15A NCAC 02T.0 1 15(c) been attached?
EJ Yes El No 0 NA
4. Origin of wastewater: (check all that apply):it
El Residential (individually Owned) El Retail (stores, centers. malls) El Car Wash
EJ Residential (Leased) El Retail with food preparatiowservice El Hotel and/or Motels
El School r preschool 1 day care El Medical, dental veterinary facilities El Swimming Pool -Clubhouse
❑ Food and drink facilities F-1 Church El Swimming Pool =Filter Backwash
❑ Businesses !offices .1 factories Nursing Horne 0 Other (Explain in Attachment)
5. Nature of wastewater: _% Domestic _11t Commerciaij-00 % Industrial See 15A NCAC 02T,0103(20)) `43
If Industrial, is there a Pretreatment Program in effect? EJ Yes No
6. Has a flow reduction been approved under 156 NCAC 02T .01. "Of ? C1 Yes 10 No
If ves- orovide a coov of flow reduction aggrgyal letter with this application LJ
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 14(f))
Daily Design Flow y.t.
No. of Units
Flow
Johnston County Landfill
66,000 galfday
1
66,000 GPD
GPD
gall
GPD
gal
GPD
gal:
GPD
gal
GPD
Total
66,000 GPD
a See 15A NCAC 02'r .01 14b). 4d). (e)Llland 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. J
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in 6 S, 42A-4). "r, I
b Per 15A NCAC 02T.01 14(c),design flow rates for establishments not identified [in table ISA NCAC 02T.0114) shall be �J
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8_ Wastewater generated by project: §6,Q0 GPD (per 15A NCAC 02T.01 14)
;w Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump StationTorce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: - Issuance Date:
El Rehabilitation or replacement of existing sewers with no new flow expected
E] Other (Explain):
FORM: FTA 06-21 Page 2 of 5

rocuSign Envelope ID: 19DA0770-9922-47O8.8C1C.FED0462BO243
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VII. GRAVITV SEWER DESIGN CRITERIA (if Applicable) - j2T.10305 & A-_1DCjGravjtj_Sewers
1, Sumniar17C gravity sewer to be permitted:
Size (inches)
Length
(feet)
I'vIaterial
Section If& III of the MDC for Permitting of Gravity Sewers contains infonnation related to design criteria
Section III contains information related to minimum slopes for gravity sewcr(s)
Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
vni. Pu im P sTATION DESIGN CRITERIA (ifApplicable)— ii2T .0305 & NNI DC f ju_n_iU_S_ta_tions/jForce Nis in, :jj,
PROVIDE A SEPARATE COPY OF THIS PAGE EQR EACH PUMP —STATION INCLUDED IN THIS; 1)
1, Pump station number or name: 12hnstf)n Countv. Landfill LeachatIlLtLmD '1�,
2. Approximate Coordinates (Decimal Degrees): Latitudc; 15,520181 Longitude- -78,431470
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 9-4B26 millions gallons per day (firm capacity)
This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 14.Q gallons per minute (GPM) at 1.L4 feet total dynamic head JDH)
5. Summarize the force main to be permitted (for this Pump Station):
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section --LO I C. I .b. ED Grinder Pump Ej Mechanical Bar Screen [I Other (please specify)
6. Power reliability in accordance with 15A NCAC Q2TM30Kh)L1j'-
Standby power source or El Standby pump
Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(Q:
El Portable Power Source Will) manual activation, quick -connection receptacle and telemetry -
or
0 Portable pumping unit with plugged emergency pump connection and telemetry:
Include documentation that the portable Source is owned or contracted by the applicant 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 titnefiraines, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

xuSign Envelope 10: 19DA077D-9922-4708-8C4 C•,FE00462B0243
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IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations, alternatives found in 15A NCAC 02T .0305(1) & f0? iIM Yes ❑ No
15A NCAC 02T.0305(f) contains minimum senarations that shall be provided for sewer systems: f° t
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water maim (vertical - water over sewer preferred, 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 If impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
*Waters class fed WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from nonnal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, fake. impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top 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
If noncompliance with 02 a" 0305(t) or 10. see Section X.I of this application
* 15A Nt:AC 2T.0305( contains alternatives where separations in 02T.030Sifl cannot be achieved. Please check "yes„
above if these after -natives, are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Cl„ssificatmions weber}
2: Does this project comply with the minimum separation requirements for water mains? O Yes ❑ No []N/A
If no, please refer to 15A NCAC I8C.0906(tjfor documentation requirements and submit a separate document,
signc&scaled by an NC licensed PF, verifying the criteria outlined in that Rule.
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3. Does the project comply with separation requirements for wetlands? N Yes E] No ® N/A
Please provide supplementary information identifying the areas of non-conformance.
Seethe Division's draft Ac ap ra tiap c tit rements for situations where separation cannot be met.
j
Y No variance is required if the alternative design criteria specified is utilized in design and construction.
4: Is the project located in a river basin subject to any State buffer rules? 21 Yes Basin name: Neuse ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B . 200? Yes ❑ No
This includes Trout Buffered Streams per 15A NCAC 213.0202
5. does the project require coverage atuhorization under a 404 Nationwide/individual pert -nits ❑ Yes ® No
or401 Water Quality Certifications?`
o Please provide the pen -nit numberpermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15 Y NCAC 02'f.OfOStclt6) (additional permits/certifications)? ® Yes ® No
Per 15A NCAC 02T.0105(cl((21, directly related environmental permits or certification applications must be 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.).
7- Does this project include any %ewer collection lines that are deemed "high -priority's.' [] Yes 2 � fo
Per 15A NCAC t2T 0402, '°high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

attest that this appKeation has hem reviewed by me and Is accurate and complete to the best of my knowledge.
I undmtand fluit if all required parts of this application an: not completed ad that if all required supporting documentation
and attachments we not included., this application package is subject to being retumed as incomplete. I understand that any
discharge of wastewater ftm this non -discharge system to surbei waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive reliet and/or criminal prosecution. I will make no clami against the Division
of Water Resources should a condition of this permit be violated. I also understand tbat if all required parts of this application
package me not completed and that if all required supporting infbmation and attachments are not included, this application
_package will be returned to me as incomplete.
,,, FORM FrA 06-21 mega 5 cif

_&gnEnvelope ID: ,mAD2G5gz4&Ea2&mmgAQg
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-01ocuSign Envelope to: 19DAD77D-9922-4708-8C1C-FED0462BO243
NC [)opt ()f ETIV Irt)M10tal Quality
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State of North Carolina
Department of Envii-onmental Quality
Division of Water Resources
IMeking foi- Sciver Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Johsnton County Landfill LeachatePS
More than one FTSE may be requiredfor a shigle project if the owner of the WWTP is not responsiblefor all pump
stations along Ifie route of the proposed wastentiter flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: 21OWWTF
b, WWTP Facility Pert -nit W7 NCO030716
AlIflows are in MGD
c, WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 1.946
e. WWTP facility's actual avg. flow 5.507 ... . ......
f Total flow for this specific request 0,066
g. Total actual and obligated flows to the facility 7.519
h. Percent of permitted flow used 58% actual,
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:
(A)
(B)
(C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet Total Current
Station
Station
Firm Daily Flow"
Current
rributary Flow Plus
(Name or
Permit
Capacity, (Firm / po,
Avg, Daily
Daily Flow, Obligated
Available
Number)
No,
MGD MGD
Flow, MGD
MGD Flow
Capacity***
* 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
(po 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): Biosolids Decant FM
Downstream Permit Number: WQ0036319
Page I of 6
FTSE 10- 18

ocuSign Envelope ID: 19DAD77D-9922-4708-8C1C-FED0462B0243
111. Certification Statement:
1 Chandra C. Farmer, RE. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in thisproject 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 11 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.
Page 2 of 6
FTSE 10-18

DocuSign Envelope ID 19DAD77D-9922-4708.8C1C-FED446280243
SMITH ANDNER >
September 6, 2023
Mr. Scott Vinson
}rurrr�rirr�rtti
Regional Supervisor Quality
NC DEQ - Division of Water Resources =. Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Johnston County Landfill Raleigh
Fast -Track Application for Leachate Pump Station
On behalf of Johnston County (Countyl, Smith Gardner, Inc. (S+ ) is submitting this fast -track
application to the North Carolina Department of Environmental Quality Division of Water
Resources (NCDWRI to permit the installation of a dedicated leachate pump station for the
County's landfill facility. The project is located off of County Horne Road near Smithfield (a
Site Location Map and Aerial Location Map are provided as Attachment 1). The intent of the
project is to divert leachate flow out of the Landfill Equalization and Pumping Facility
1WO0020340) into a side stream in the County's 210 Wastewater Treatment Facility (210
WWTFI INPDES NC0030716), which is currently under construction. This side stream will go
directly into aerated bidsolids holding basins via the Bi®solids Decant FM (WQ0036319). This
will also facilitate pretreatment of the leachate stream in a future project. The biosotids
decant wit) be received directly at the 210 WWTF freeing up this existing force main for use
as a leachate line.
REGULATIONS& DESIGN GUIDELINES
The design of the leachate pump station and force main follows Title 15A Subchapter 02T
�. (Waste Not Discharged J'o Surface Waters) of the North Carolina Administrative Code (NCAC1
as well as the Minimum Des gn Crrteria for the Permitting of Pump Stations and Force Mains
adopted by the NCDEQ (formerly NCDENRI Division of Water Quality on June 1, 2000.
DESIGN DESCRIPTION
T The teachate pump station is proposed to be installed in the northwest portion of the landfill
facility. From the pump station, flow will be routed through a pre-existing 8-inch diameter
PVC force main (WQ00363191 east then south through the landfill facility toward the County's
L 210 WWTF. The length of the force main from the pump station to the discharge wilt be
approximately 6,000 linear feet. This includes a short section of force main connecting the
pump station to the existing force main.
L
Design flows to the pump station from the landfill are anticipated to be as follows:
F
1
Normal Daily Flow: 33,000 GPD (0,033 MGD)
Peak Daily Flow: 66,000 GPD (0.066 MGD) I-= Flow Requested)

xuSign Envelope 10: 19DAD77D-9922.4708-8C1C-FED046260243
Mr. Scott Vinson
September 6, 2023
Page 2 of 2
Both the normal and peak daily flows are lower than the Firm Capacity of the pump station
(340 GPM - 489,600 GPD = 0.4896 MGDI and the Design Average Daily Flow (0.1958 MGD)
when assuming a peaking factor of 2.5.
Note that only landfill leachate and contaminated groundwater will be handled by this pump
station and force main. All leachate and contaminated groundwater is screened through No.
57 stone for finer grained material) and collected in perforated collection piping (1/2-inch
diameter holes or less). Thus, there are no concerns with larger solids as is typical for
unscreened wastewater.
ATTACHMENTS
Attached are the following:
• Site Location and Aeriat Location Maps (Attachment 1);
® Application Form (FTA 06-21) (Attachment 2); and
• Flow Tracking/Acceptance for Sewer Extension Applications IUSE 10-1 )
(Attachment 8).
If you have any questions or require additional information, please contact us at your eartiest
convenience.
Sincerely,
SMITH GARDNER, INC,
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uSipnadby;�yUccu9iflnedby`�a�724�7E5Pd&$.. _.-.�s669�t9J$A�r74t77 m L
Spencer W. Hollomon, P.E. Pieter K. Scheer, P.E.
Senior Project Engineer Senior Engineer
-Rcer £fay ithioardnerinc,com [e-mail] pie' fi+! K.
y 6/2023
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Attachments: Attachment 1 Site and Aerial Location Maps
Attachment 2 Application Form IFTA 06-21)
Attachment 3 Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 10-181
cc: Kim Rineer, P.E., Johnston County
Mike Keen, Johnston County
Brian Beasley, Johnston County
H WrojectsWhnston County INCl1,JCHNSTON-22-5;Leachate pump Station►\FTSE Appi cationFast-Track App Cover letter,docx
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Sign Envelope ndme»g2z@0a§C,argema2
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Tuvia, Ori A
From: Kim Rineer <[e-mail]>
Sent: Tuesday, October 10, 2023 5:22 PM
To: Tuvia, Ori A
Subject: [External] JOHNSTON COUTNY LANDFILL LEACHATE WWPS PERMIT
Attachments: Johnston County Final Engineering Report - Revised March 2020_reduced.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Hi Ori,
I hope this finds you well. Thank you for calling with your e-mail address.
Here is a little more background on the planning for the proposed Leachate WWPS.
Johnston County currently mixes the leachate flow from the landfill with domestic wastewater at
the Landfill EQ & Pumping Facility and pumps it directly to the Central Johnston County Regional
(CJCR) WWTF in Smithfield.
The County is currently constructing a new WWTF, the 210 WWTF, immediately adjacent to the
Landfill and intends to accept the leachate at the facility directly into the aeration basins. The
proposed leachate pump station will collect the leachate and send it to the 210 WWTF via a 12"
force main. The 210 WWTF was designed to handle the predicted volume with concentrations of
the components in the current leachate. The leachate flow was incorporated in the design of the
aeration basins and in the Biowin model used to predict the treated water quality the plant will
achieve.
The first 4 MGD phase of the 210 WWTF is on schedule to be in operation before the end of
2024. A second 4 MGD phase is already under design. The 210 WWTF and the CJCRWWTF are
listed as two discharge points bubbled in one NPDES permit (NC 0030716).
The proposed leachate pump station project will also allow the County to pretreat the leachate
as a separate side stream in the future when emerging contaminant regulations are set and a
study is complete to determine the best treatment to utilize.
Please see the attached engineering report prepared for the new 210 WWTF that will be
receiving the leachate flow.
Kim
Kimberly C. Rineer, P.E.
Engineering Manager
Johnston County Public Utilities
309 E. Market St.
P.O. Box 2263
Smithfield, NC 27577
Desk 919-989-5725

Mobile [phone]

Tuvia, Ori A
From: Pieter Scheer <[e-mail]>
Sent: Wednesday, October 04, 2023 11:44 AM
To: Tuvia, Ori A
Cc: Scheer, Pieter
Subject: [External] Johnston County Landfill - Leachate Pump Station - Calculations
Attachments: JC_LPS_PUMP_&_FORCE_MAIN_2023-06-12.pdf, JCLF_Leachate_Generation_Projections_
2022-12-22.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails'with the Report Message
button located on your Outlook menu bar on the Home tab.
Ori:
Per our earlier conversation, please find attached our calculations for the leachate pump station/force main and the
leachate generation projections which were referenced in the pump station/force main calculations. Note that for our
landfill units we estimate flow on a gallons/acre/day basis based on the anticipated operational conditions. This is also
backed up by the County's historic flow records. Once an area is covered with waste, flow becomes more steady
state. Also, once closed (as we are currently doing with two landfill units), flow will gradually decline over time. The
requested flow of 66,000 god is simply double the projected normal daily flow to account for the potential to handle
additional leachate which could be generated from a newly active area.
Just let me know if you have any additional questions.
Thanks.
Pieter
Pieter K. Scheer, P.E.
Vice President, Senior Engineer
SMITH GARDNER, INC.
14 N. Boylan Avenue
Raleigh, NC 27603
P [phone] x123
C [phone]
www.smithgardnerinc.com

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