DAQ-2025-002237

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SEMIANNUAT TITLE V COMPLIANCE REPORT
OCTOBER L,2O24TO MARCH IL,2O25
TRANS.JORDAN TANDFILL
TITLE V PERMIT NO. 3500535004
KTEINFELDER PROJECT NO: 2tlfl)2568.001A
APRTL 30, 2025
Copyright 2025 Klelnfelder
All Rithts Reserved
MAY USE THIS IX)CUMENT AND ONIY FOR THE SPECIFIC PROJECT FOR WHICH THIS
REPORT WAS PREPARED,
April30, 2025
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REVIEWEDInitials:Date: May 5, 2025Compliance status: In ComplianceFile #: 11977 (B2)
7I I<LEINFELDER. Irhi*ryffhh\-
A Report Prepared For:
Trans-Jordan Cities
PO Box 95510
South Jordan, Utah 84095
SEMIANNUAT TITTE V COMPTIANCE REPORT
OCTOBER t,2O24TO March 31,2025
TITT"E V PERMIT NO. 3500535q'4
Prepared by:
Staff Professional ll
KLE!NFELDER
849 West Levoy Drive, Suite 200
Salt Lake City, Utah 84t23
Phone: [phone]
April30,2025
Klei nfelder Project No. : 24002568.001A
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@ 2025 Kleinfelder
April 30, 2025
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Principal Air Quality Professional
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TABLE OF CONTENTS
Section
1 INTRODUCTION AND OPERATIONAL OVERVIEW
APPENDICESA Source Compliance Statement
B LGCS Wellfield Monitoring Data
C Surface Emissions Monitoring Data
D TSM Plan and Report
E Gas Collection and Control System Downtime Log
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.............1
SEM I-AN N UAL MON ITORI NG RESU 1TS.................
2.7 LGCS WELLFIELD MONITORING ..........4
2.2 LANDFTLL SURFACE EMTSSTONS MONTTORTNG ................. .......... 5
2.2.1 October 2024 SEM Event........... ........... 5
2.2.2 January 2025 SEM Event.......... ............5
2.3 TREATMENT SYSTEM, CONTROL DEVICE AND COLLECTION SYSTEM DOWNTIME ..........,.5
coNcLustoNs ............. ..........7
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1 INTRODUCTION AND OPERATIONALOVERVIEW
The Trans-Jordan Landfill (Trans-Jordan or Landfill) operates under Title V Operating Permit (Permit)
No. 3500535004, issued to Trans-Jordan on July 21.,2O2O.1n accordance with Operating Permit provision
1.S.2.a, and Utah Administrative Code (UAC) R307 415 6a(3XcXi), this semiannual monitoring report is
submitted to the Utah Division of Air Quality (UDAq. This report is for the monitoring period from
October L,2024, to March 3L,2025. This is the second Semiannual Title V Compliance Report that
includes monitoring data from the landfill gas collection system (LGCS), since the applicable
requirements became effective in March 2024.
1.1 REGULATORYOVERVIEW
Trans-Jordan's Title V Permit has been revised (dated January 12,2023l.by the Utah Division of
Air Quality (UDAQ to incorporate NSPS regulations that apply to Trans-Jordan. The Landfill is subject to
40 CFR Part 52 NSPS Subpart OOO.
The current Title V permit expires on July 2L,2025. On January 16,2025, Kleinfelder submitted a
Renewal Title V Operating Permit Application to the UDAQ on behalf of the Trans-Jordan Landfill. The
permit renewal application is being processed by the UDAQ at the time of this report.
L.2 REPORTING REQUIREMNT
Annual Non-Methane Organic Carbon (NMOC) emissions for calendar year 2020 were estimated to be
34.2 megagrams (Mg) and reported to UDAQ in September 202L. Since the NMOC emission rate
exceeds the 34 Mg/year threshold, requirements of a LGCS will apply to Trans-Jordan. As required by
Condition ll.B.2.a(bX1)(i) of Trans-Jordan Landfill's Operating Permit and NSPS Subpart OOO 40 CFR
62.t5724(d), a LGCS Design Plan, prepared and approved by a professional engineer and meeting
requirements in Subpart OOO 40 CFR62.L67L (b)and (c), and 40 CFR 62.L6728 was submitted to
UDAQ on September L6,2O22. As of March L6,2024, Trans-Jordan has completed installation and
started operation of the LGCS, as required by Condition ll.B.2.a(b)(2) of the Operating Permit.
Trans-Jordan has started following applicable monitoring, recordkeeping, and reporting requirements
under Conditions ll.B.2.a.1through 11.8.2.a.3 of the Operating Permit.
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An original letter certifying Trans-Jordan compliance during this reporting period, in accordance with
Operating Permit provision l.K. and Utah Annotated Code R307-415-5d, has been signed by
Mr. Jaren Scott, the designated responsible official, and is submitted to the UDAQ with this report. A
copy of the compliance certification is provided in Appendix A.
1.3 OPERATIONALOVERVIEW
The Trans-Jordan Landfill has been operating a LGCS since 2005. ln 2008, Trans-Jordan contracted
Granger Energy to beneficially use the collected landfill gas (LFG) to generate renewable electricity via
three internal combustion engine LFG-to energy engines. Trans-Jordan's most recent Approval Order
(AO # DAQE-AN119770012-22) includes the three LFG engines (currently operated by Energy
Developments Limited or EDL) and an enclosed combustor LFG flare (flare). Prior to the NMOC Tier 2
report of September 2021, Trans-Jordan's LGCS was voluntary and not required under NSPS regulations.
Trans-Jordan's AO and Title V Operating Permit include operations of the landfill and those of EDL
(i.e the three LFG engines).
The LGCS, comprised of 130 LFG wellheads, conveys approximately 1,500 cubic feet per minute (cfm) of
LFG flow to the three LFG engines. All LFG collected by the LGCS is routed to either the Landfill's flare or
EDL's engines. Trans-Jordan's flare operates only as a backup when EDL's engines are non-operational,
No collected LFG is released un-combusted to the atmosphere. Due to the significant uptime of the EDL
operations, Trans-Jordan's flare operates only minimally.
Priorto combustion in the engines, EDL's LFG treatment system treats the LFG through the processes of
compression, dewatering, and filtration per the definitions of NSPS Subpart OOO 40 CFR 52.15730. A
site-specific treatment system monitoring plan (TSM Plan) was prepared to satisfy the requirements of
Subpart OOO 40 CFR 62.16725(bXsXii). Trans-Jordan has prepared a site-specific TSM Plan and
Continuous Monitoring System (CMS) Quality Control Program (QCP) for the onsite landfill Bas to energy
facility. Copies of the TSM Plan and CMS QCP are included as Appendix D.
T.4 LGCS EXPANSION, RETROFIT AND REPAIR ACTIVITIES
Expansions and retrofits to the LGCS have been completed periodically since 2005. Trans-Jordan places
final cover on and caps areas that have reached finalwaste elevation. LGCS compliance monitoring
information for this reporting period is included in Section 2 of this report.
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Repair activities performed on the system during this reporting period include routine maintenance,
condensate removal activities, LGCS collector piping and wellhead repairs, and servicing and
maintenance of the LFG engines. No LFG was diverted or bypassed uncontrolled to the atmosphere
during any period of LGCS operations, repair, or system servicing.
1.5 FUTURE REPORTING REQUIREMENTS
The next semiannual report (for the period of April L,2025, to September 30, 2025) will be submitted on
or before October 3L,2025.
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2 SEMI.ANNUAL MONITORING RESULTS
Records are prepared and maintained in accordance with conditions 1.C.3, l.S and various specific
conditions in Section ll of the Landfill's Permit. The primary location for records storage is the
Trans-Jordan facility.
2.1 LGCS WELLFIELD MONITORING
During this reporting period, LGCS wellfield monitoring was performed at least monthly, in accordance
with the Operating Permit requirements (Conditions ll.B.2.a(c) and 11.B.2.a.1). The LGCS wellheads are
monitored for gas flow, temperature, and quality at least once per month to comply with permit
conditions and are balanced as needed to optimize gas extraction from the Landfill. Wellheads are
monitored for temperature, system static pressure (indicating flow), orygen (Oa), and nitrogen (N2)
content. To comply with the Permit provisions:
. The temperature is required to be less than or equal to 55 degrees Celsius (131 degrees
Fahrenheit).
o Wells must have negative static pressure.
o Monitor Oz and N2 concentrations.
. Keep records of all monitored parameters including instances where the Oz and Nz
concentrations were greater than 5 percent and 20 percent, respectively.
The following Permit operational exceedances were noted during the six-month monitoring period. For
each instance, actions to correct the exceedance were promptly initiated and corrective actions were
implemented as necessary.
o During the February 2025 monitoring event, positive static pressure was recorded at LGCS
wellheads M1, M2, N1, N2, Ot,02,Pt,P2, Q1, Q2, R1, R2, and 51. During the March 2025
monitoring event compliant static pressure readings were recorded at the above LGCS
wellheads.
o During the March 2025 monitoring event, positive static pressure was recorded at LGCS
wellheads C1, D1, D2,D4, D5, EL, E2,E3, E6, E11, FL,F2, F1l-, GL, G2,G3, G4, G5, HL,H2, H3, H4,
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H5, H5, H8, lL, 12,13,15,l1:0, J2, and 15. Results of the April2025 monitoring event will be
presented in the next semiannual report.
The LGCS monthly wellhead data, including parameters of static pressure, temperature, Oz, dnd Nz and
date and time of measurements are included in Appendix B.
2.2 LANDFILL SURFACE EMISSIONS MONITORING
Two quarterly (October 2024 and January 2025) surface emission monitoring (SEM) events were
performed at the Landfill during this reporting period. Surface emissions were measured across the
Landfill surface using a pre-calibrated flame ionization detector (FlD) meeting the specifications of EPA
Method 21 and per requirements of Permit conditions ll.B.2.a(c). The FID probe was held within
approximately 5 to 10 centimeters above the ground surface while walking along parallel paths spaced
approximately 30 meters apart. Measurements were made continuously while traversing across the
surface of the landfill and from cover penetrations that are within an area of the landfill where waste
has been placed and a gas collection system is required (ll.B.2.a(c)).
2.2.1 October 2024 SEM Event
The initial monitoring event of fourth quarter 2024 was performed from October 24 through 30,2024.
The walking traverse pattern was conducted following an east to west traverse, illustrated by the red
lines on Figure C-1 in Appendix C. A surface inspection was performed concurrently with the surface
emission monitoring to identify cracks, erosion fissures, or other anomalies in the landfill cap that may
create escape pathways for LFG.
L3 methane exceedances (in the cap or at cover penetrations) greater than or equal to 500 parts per
million (ppm) were identified during the October 2024 monitoring event. The exceedance locations are
identified on Figure C-1 in Appendix C. Corrective action, in the form of cover maintenance (adding
cover and re-compacting), was performed at the exceedance locations. The exceedance locations were
re-monitored after 10 days and no methane concentrations over 500 ppm were detected. At 30 days
following initial exceedance, all exceedance locations were re-monitored and no methane
concentrations over 500 ppm were detected. Field forms for this quarterly monitoring event are
provided in Appendix C.
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2.2.2 January 2025 SEM Event
The initial monitoring event of first quarter 2025 was performed from January 7 through
January 74,2025. The walking pattern was conducted following a north to south traverse, as illustrated
by the green lines on Figure C-2 in Appendix C. A surface inspection was performed concurrently with
the surface emission monitoring to identify cracks, erosion fissures, or other anomalies in the landfill cap
that may create escape pathways for LFG.
18 methane exceedances (in the cap or at cover penetrations) greater than or equal to 500 parts per
million (ppm) was identified during this monitoring event. The exceedance locations are identified on
Figure C-2 in Appendix C. Corrective action, in the form of cover maintenance (adding cover and
re-compacting), was performed at the exceedance location. The exceedance locations were re-
monitored after 10 days and had one methane concentration over 500 ppm. The exceedance location
from the initial 10-day re-monitoring was monitored again 20 days after the initial exceedance and was
measured at a concentration below 500 ppm. At 30 days following the initial exceedances, all methane
exceedance locations were re-monitored and no methane concentrations were measured over 500
ppm, Field forms for this quarterly monitoring event are provided in Appendix C.
2.3 TREATMENT SYSTEM, CONTROL DEVICE AND COLLECTION SYSTEM DOWNTIME
Trans-Jordan's LGCS directs collected LFG to EDL's LFG engines and/ or the flare. As presented in the
TSM Plan dated November 15, 2021 (included in Appendix D), the EDL operations are a treatment and
control system for LFG. A copy of the most recent semi-annual TSM Plan report is included in Appendix
D. During the reporting period, there were no parameter exceedances or deviations.
Trans-Jordan is currently modifying its AO to clarify operational requirements of the flare. Trans-Jordan
has completed a performance test of emissions from the flare during initial startup and commissioning.
Site specific compliance testing of the flare's NMOC emission rates and control efficiency has been
proposed for April of 2025. Results of the compliance testing will be provided to UDAQ under a separate
cover.
Trans-Jordan's flare operates in conjunction with EDL's LFG Engines. During the six-month reporting
period downtime for the enclosed flare and EDL's LFG engines was recorded. Total downtime, defined as
the duration of time when both the enclosed flare and EDL engines were non-operational, for the six-
month reporting period was calculated to be 13 hours and 5 minutes. The Gas Collection and Control
System (GCCS) Downtime Log is presented in Appendix E.
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3 CONCLUSTONS
The Trans-Jordan Landfill was operating in compliance with conditions mandated by the current Title V
Operating Permit during the period covered by this report. Zero deviations from Operating Permit
Conditions occurred during this monitoring period. There were no recorded uncontrolled releases of
excess LFG to the atmosphere from the LGCS during the monitoring period. These conclusions are based
on the data collected by Kleinfelder and/or provided by Trans-Jordan that are included in this report.
This is the second semi-annual monitoring report with detailed information about LGCS monitoring
parameters; the format and contents of this report may be adjusted for future reporting periods as
Trans-Jordan continues to understand and meet monitoring, recordkeeping and reporting requirements
of the Operating Permit and applicable regulations.
This report is solely intended for use by the UDAQ for purposes of compliance assessment, and by the
Trans-Jordan Landfill as a facility compliance document. lt should be recognized that this report presents
information specific to compliance issues that have occurred within the six-month timeframe of this
report. Ongoing compliance requirements and future activities which may affect air quality are required
to be presented semiannually for review by the facility's Title V Operating Permit.
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APPENDIXA
SOU RCE COMPTIANCE STATEM ENT
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To:
From:
Re:
Date:
TnensJonoau
INTECRATED SOLID WASTE
Executive Secretary, Utah Division of Air Quality
Trans-Jordan
Semi-Annual Monitoring Report for Title V Permit No. 3500535004
April 30, 2025
ln Accordance with Operating Permit provision !.S.2.a, and Utah Administrative Code (UAC)
R307-415-6a(3Xc)(i), Trans-Jordan Landfill is submitting this semiannual monitoring report for
the monitoring period from October 1, 2024 through March 31,2025. During this period, the
Landfill had zero deviations from Permit conditions.
ln accordance with Operating Permit provision l.K and UAC R307-415-5d and based on
information and belief formed after reasonable inquiry, I certify that the statements and
information in this document are true, accurate, and complete.
Ll 3u g,^ c
Date
Executive Director
Trans-Jordan Cities
LOCATION
10473 SOUTH BACCHUS HWY
SourH JoRDAr.r, UT 84OO9-6002
WEBSITE CONTACT
(8Or) s69-8994
I Wt sl Jolrtxru
WWW.TRANSJORDAN.ORG I N FO.OTRANSJORDAN.ORG
DRAPLR I MrDVAIt- t Mupuav I llrvLutoN I SANDy t SoutilJoRt)nN
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APPENDIX B
LGCS WELIFIEID MONITORING DATA
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G2 U l9t?O24 1O:OA 29.1 24.9 0.0 46.0 62 1.09
G3 23.6 25.8 0.4 50.2 6{1.ta
G4 lll9l2o24 lo:Os 30.2 26.8 0.4 42_6 80 1.35
G5 U1912024 lOtO3 15.9 11.6 16.4 56.1 50 r.70
G6 ll 7912024 1O:Ol a3.5 31.3 1.4 23.8 $t.a2
G1 1111912024 10.00 46.3 330 3.9 16.8 s
G8 U 1912024 9:58 545 3S.0 0.0 2.5 3.30
G9 l/19/2@49:5b 586 39.0 0.0 2.4 90 4.9{
H1l 57.3 38.5 0.0 4.2 8B 4.11
H1 1/14/2024 1O:58 50.3 3A.A 0.0 15.3 40 .0.59
H2 1/19/2024 10:10 19.0 24.O 0.0 57.0 60 1.11
H3 u1912024 l0:12 13.5 23_9 0.0 62.6 62 1.19
H4 lll9l2o24 lO:13 1.3 2.9 20_a 75.0 6!177
H5 rt79l2024 lO:15 29.2 29.5 0.1 a1 2 M r.29
H6 rl19l2024 10116 31.8 25.3 a_7 34.2 u r.86
U19/2024 10:18 505 36.5 1.1 11.9 100 3.69
H8 47.7 35.2 3.1 14.0 98 3.4
Hg |191202a 10'.21 52.1 38.2 o.7 9.0 96 .6.34
H-t10v ll19l2O2A 10:37 58.0 40.2 0.0 1.8 60 -7 92
H-t 1 1V u 191202n 10 .33 58.8 40.2 0.1 0.9 80 4.23
u19t2024l0..fi 56.4 400 o.2 3.4 ffi .2.81
a.try 111912024 lO:aA 563 40.5 0.0 76 7.60
H-t8V 56.4 ao_4 0.9 80 7.20
H,t9V 711512024 10'_U 59.2 39.8 0.0 1.0 66 71
10 u19/2024 11 05 2 2.4 20.7 74.5 58 3.&
t11 711912024 ll:Oj 55.5 38.4 t.3 8 90 5.23
I U1AI2O24 lLOO 42.6 32.2 0.0 25.2 46 .o s6
t2 111912024 10:32 16.4 25.O oo 546 56 L30
r3 1119t202A 10:54 33 4.6 20.5 7t_6 54 1.35
7t19t2021 10'55 51.6 31.4 0.1 10.9 88 .3.30
t5 3.4 3.1 21.2 12.3 v
t6 lt 1912024 l0i38 51.0 38.0 1.1 9.9 108 .4_81
7 lt 19t2024 t:00 5{.3 39.1 0 6.2 112 .6.94
t8 utsl2024 .02 56.7 10.2 0.0 3.1 105 720
t9 1n9t2024 :03 53.2 oo)00 66 108 .6.82
J10 It19t2024 1l 558 40.1 0_0 3.1 98 .6.85
1'1^9t2024 :&534 36.5 1_2 8.8 86 7.33
t1 40.8 31.3 0.2 27.7 v 1.15
)2 1n9t2024 25 51.9 38.1 0.5 9.5 82 t.22
J3 lt19t2024 '-24 53.7 39.0 0.0 7.3 96 .3.51
t4 lt79t2024 22 57.9 41.2 0.0 0.9 96 2.47
J5 l1ll9l2024 ll:21 v.0 41.8 0.6 3.6 70?611
l6 lll9l2024 l7tl9 il3 477 00 40 t2 .6.21
)7 11191 2024 11:17 55.2 41_8 0.0 3.0 10 .6.23
B 56.1 41.4 0.0 6.98
i9 1n9t2024 l3 52.8 40.3 0.9 6.0 l0 .5.23
x10 1tl9t2o24 12:48 51.5 40.9 0.0 1.6 1M I _20
11 1119t2024 l?:49 s7.5 40.8 0.7 1.0 90 .6.98
K1 1/18/2024 11:03 0.4 0.9 21.9 76.8 40 .o 24
K2 427 300 o5 )61 80 .2 40
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tut9t2024 12t32 49.O 3:t.2 2.O 15.4 80 .3.99
(n l1ll9l?O24 12tU 56.5 39.4 0.0 4.0 84 .8.51
x5 l1l19l2O2n12:S 524 39.5 0.0 7.7 106 .6.17
x6 t1t1Ux21 12:n a5a 370 o4 t7 0 90 .s 20
K7 1111912024 12:40 ill.8 u.a 2.O 21.4 92 1.37
K8 Llll9l2024 12:43 34.7 41.9 0.{3.0 4 .3.26
K9 LLn9l2024 12'.45 47.5 36.3 1.4 14.8 100 -7.67
110 lul9t2o24 12:51 56.0 38.7 o.4 4.9 96 5.57
L1 UlAl2024 1L:@ 51_5 38.9 1.6 8.0 62 .A
a 1ll9l2024 13.1 53.6 40.2 0.0 6.0 86 .2.58
a U1S/2O24 13:m 5A.O d1.5 0.0 0.5 100 2.AA
L4 ll lSl202n 13:07 4.2 357 3.6 125 110 3.79
L5 U1S|2O24 13:03 '€-6 39.5 2.2 4.1 108 .6.26
L6 1/19/2024 13:00 1.6 2.3 21.1 75.0 60 -0.69
L il.1 40.9 0.0 5.0 100 2.85
l.a U19t2O24 12:55 54.0 11.7 0.0 n-3 110 ,5.25
t9 U1g2O24 12,53 55.9 40.8 0.0 3.3 110 -6.58
M1 Tltal?o24 l:13 591 &9 0.0 0.0 68
l,l2 t,J1at202a 1:14 54.7 41.3 0_0 0_0 40 -4.85
N1 47.5 36.s 1.0 t5.0 52 -0.78
N2 tutam24 23 39.2 n.2 24.1 45 .5.0s
o1 tu1at2024 2t 45.6 35.8 2.4 15.8 40 -o.21
02 tlt78t2024 29 54.1 41.3 1.2 3.4 50 -5.54
pt 1 11N20?A 3?534 347 0.0 70
P2 t1t7412024 1:35 57.5 a2_5 0_0 0-0 20 -5.49
o1 tutam24 1:37 54.7 41.7 0.0 3-6 7A .0.35
Q2 til142024 lt47 17.6 13.9 45.2 89 -5.48
RI 370 37 1 0.0 2s.9 58 .0.1
A2 52.4 d.6 0.0 3.0 40 .0.54
S1 lilL8,i2024 i50 51.1 u.5 0.8 3.6 62 .0.19
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A1 t0t1at2024 10'.27 54.2 39.4 0.0 2.4 88 -0.07
42 tot14t202a 10'_22 58.9 39.1 0.0 2.O 86 .0.02
A3 rot 1u2024 10"19 56.0 9.1 2.O 7.9 86 .0.0!,
lol 1412024 1O:1 m.5 37.5 0.3 1.7 75 '0.38
B1 tot 1412024 10'.33 49.3 34.1 o0 15.6 a2 .0.13
s2 10t15t2gz4 8'.17 59.3 35.1 o)54 72 .0_08
B3 10115r'2m4 8'.19 62.2 s.5 o_2 1.1 68 .o.77
B4 10t1512024 8'.21 52.1 31_4 3.8 12.7 50 .0.10
85 10ttsr'2m4a'.22 60.0 34.7 0.1 5.2 56 9.70
c1 lOl1U2O24 10:37 52.2 3d.0 0.0 13.8 u .0.12
c2 10l 1312024 8:28 1.0 0.9 20.9 54 .0.08
c3 1Ol l5l2o24 4.26 59.2 35.0 0.0 5.8 70 .0.18
c4 1Ol 1512024 4.25 57.5 35.8 0.0 6.6 76 IY
010 1O1lil2(n49:U 60.5 v5 0.0 50 9{-o_27
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TRANS JORDAN INITIAL PENETRATION MONITORING DAILY REPORT FORM
tot24t24 -'t0t30t24
Amit Nair
Annie Matzke
A E G H.I
AI 2 EI GI l.l H-I6V 3.2
A2 4 E2 .2 G2 t.2 H-I7V l.l
A3 E3 G3 t.l H-I8V 16.4
A4 7 E4 .3 G4 1.3 H-I9V 0.9
B E5 23.2 G5 1552 H-I IOV 0.5
BI 2 E6 1326 G6 144 H-II IV 0.3
82 2 E7 155 G7 8427
B3 3 E8 882 G8 209 I l.t
B4 E9 16.9 G9 0.9 2 1.2
B5 6 El0 40. I Gl0 0.1 3 t.l
C Ell 0 Glt 0.1 4 1.4
CI 2 F ct2 0.0 5 l4l
C2 2 FI .2 H I6 1.7
C3 2 F2 .2 HI l.l t7 0.0
C4 6 F3 H2 t.2 I8 0.0
D F4 ,3 H3 l.l I9 0.5
DI F5 3.8 H4 t.4 il0 I 057
D2 2 F6 t94 H5 100 ilI 0.0
D3 F7 6.8 H6 1854 J
D4 4 F8 0.0 H7 I 1.4 JI 1.2
D5 92.1 F9 t.7 H8 94t J2 l.l
D6 24'7 Fl0 1.7 H9 2.6 J3 2.1
D7 s42 Fl I 0.0 Ht0 0.5 J4 3.4
D8 993 Htl 0.8 J5 2.3
D9 3666 J6 2.3
Dl0 t737 J7 1.7
Dll 6.7 J8 0.7
t9 0.6
I of 2Page
Jl0 0.2
Jl I 0.0
Date: 10/24124 - 10/30124 TRANS JORDAN INITIAL PENETRATION MONITORING DAILY REPORT FORM
K M a South Velves
KI t.2 MI t.?Qr 1.2 DV 0.2
K2 1.0 M2 1.2 Q2 l.l EV 0.2
K3 1.5 M3 1.7 R FV 0
K4 12.8 M4 l-:-RI l.l GV 0.
K5 2.8 M5 l--R2 t_l KO3V 0.
K6 1.6 M6 l-S HV 0.
K7 2.2 M7 X sl l.l l2inV 0.0
K8 1.4 M8 j<North Valves Knock Outs
K9 0.9 M9 _-MAINV .2 KOI t.4
Kl0 0.5 Mt0 ><DV 2 KO2 r.3
Klt 0.0 N EV K03 0.1
NI 1.5 FV 2 KO4 0.6
LI 1.2 N2 t.2 GV KO5 0.1
L2 l.l N3 -X HV ,2 Linc Valves
L3 2578 N4 X IV .2 G LINE V 1.2
L4 t3.7 N5 _-JV .2 H LINE V 3.2
L5 2.3 N6 _-KV ,4 North
L6 129 N7 _-LV I I,INE 2.2
L7 1.6 N8 x MAINV .2 I LINE V 1.4
L8 56 N9 X OV .2 K LINE V t2.1
L9 6.4 Nt0 X QV .2 L LINE V I t.5
Ll0 1.4 Nlt _-RV .2 South
o P SV I LINE 0.0
ol 1.5 PI 1.8 J LINE V 0.0
02 2.5 P2 8.0 K LINE V 0.0
L LINE V 0.0
Notes:
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TRANS JORDAN INITIAL PENETRATION MONITORING DAILY REPORT FORM
Date: 01107 - 0111412025
Project / Task #:24002568t02
Project Manager Amit Nair
A E G H-l
AI 6 EI 2.0 GI 0.4 H-I6V 2.0
A2 5 E2 1.9 G2 2.4 H-I7V 2.0
A3 6 E3 3.0 G3 2.2 H-I8V 2-8
A4 5 F,4 t.8 G4 3.4 H.I9V 3.5
B E5 1.3 G5 3.3 H-IIOV N/A
BI .5 E6 2.6 G6 3.t H-II IV 1.9
82 .6 E7 3.4 c7 4.6
B3 .7 E8 5.7 G8 4.0 II 2.9
B4 .6 E9 4.7 G9 2.7 t2 5-t
B5 .7 El0 5.5 Gl0 5.9 I3 3.1
C Ell 5.3 Gll 1.0 t4 3.0
CI 1.6 F ct2 1.0 I5 t.9
C2 t.6 FI t.7 H l6 1.9
C3 3.4 F2 2.4 HI 2.0 t7 2.0
C4 t.7 F3 1.5 H2 1.8 t8 1.9
D F4 0.9 H3 t.8 I9 1.9
DI 0.7 F5 5.2 H4 1.9 Il0 3.8
D2 0.8 F6 0.8 H5 4.0 Il I 2.0
D3 1.2 F7 0.8 H6 1.9
D4 t.9 F8 t.7 H7 2.2 JI 2.3
D5 0.8 F9 0.7 H8 3.3 J2 3.9
D6 5.5 Fl0 0.7 H9 3.1 J3 3.t
D7 3.7 Fl I 0.7 Hl0 N/A J4 5.6
D8 5.4 Hil 1.9 J5 4.5
D9 0.9 J6 3.5
Dt0 0.9 J7 3.8
Dll 1.2 J8 6.4
J9 3.9
Jl0 3.1
Jll 3.1
Page I of3
Dare: 0l/07 - 0l I 14/2025 TRANS JORDAN INITIAL PENETRATION MONITORING DAILY REPORT FORM
K o Line Vrlves UTILITY POLES
KI 12.5 ol 30.5 C LINE V 1.4 Mbc Velves
K2 7.5 02 t2t H LINE 3.r 8E Bie 1.5
K3 1.7 P North 8E Small t.5
K4 3.0 PI 50.2 I LINE V 6.1 N20 0.7
K5 1.4 P2 ll4 J LINE V 1.6 o20 1.4
K6 2.5 a K LINE t.9 u2l 1.9
K7 5.2 Ql 32.6 L LINE V 6.7 w20 2.7
K8 2.9 Q2 23.5 South x20 2.5
K9 6.6 R I LINE V 1.8 Y2 1.9
KIO 3.7 RI 93.3 J LINE 1.8 Sinsle Pole
Klr r9.3 R2 87.8 K LINE 2.7 SUP I 1.8
S L LINE V 1.2 SUP 2 I.6
LI 3.0 SI 157 North Velves SUP 3 0.8
L2 2.9 North Valves LFI 9t7 SUP 4 0.6
L3 2.7 MAINV 1.6 LF2 120 SUP 5 2.7
L4 2.t DV 0.8 LF3 152 SUP 6 t.2
L5 2.8 EV 1.9 LF4 36.0 SUP 7 t.7
L6 8.6 FV 6.2 LF5 n.7 SUP 8 1.7
L7 2.9 CV 3.5 LF6 14.5 Double Pole
L8 2.6 HV 2.t LF7 6.9 DUP I 1.5
I,9 1.2 IV 4.7 LF8 12.8 DI.JP 2 0.8
Ll0 1.9 JV 6.9 LF9 15.7 DUP 3 3.4
M KV 1.5 LF 0 58.7 Methane Ports
MI 35.6 LV 1.0 LF 69.6 MPI 1.6
M2 s2.3 K02V 2.0 LF 2 l6l MP2 1.9
M3 N/A MAINV 2.5 LF 3 77.7 MP3 2.3
M4 N/A MV 2.9 LF 4 63 MP4 1.9
M5 N/A NV 8.5 LF 5 57 MP5 N/A
M6 N/A OV t02 LF 6 57 Knock Outs
M7 N/A QV 66.5 t-F 7 96 KOI 2.3
M8 N/A RV 77.4 LF 8 214 KO2 2.4
M9 N/A SV t52 LF 9 203 KO3 t.t
Mr0 N/A South Valves LF2O r86 K04 N/A
N DV 8.8 LF2I l4l KO5 2.4
NI 2.7 EV t.2 LF22 81.7 Generel Misc
N2 J.J FV Lt LF23 214 H7 Pipes 2.9
N3 N/A GV 3.8 LF24 227 RI5 UNK 3.3
N4 N/A KO3V 5.4 LF25 263
N5 N/A HV 1.2 LF26 r80
N6 N/A l2inV t.9 1.F27 338
N7 N/A LF28 191
N8 N/A
N9 N/A
Nl0 N/A
Nu N/A
Page 2 of3
l0 & H-ll0V are inaccessible due to sinkhole with water and e liner.
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\ Eright People. Right Solutions
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( xtervretEEF?. ttr- a-qi.lth\7
APPENDIX D
TSM PI.AN,TSM PI.AN REFORT
24002s68.001A/SLC2s R1812 17
@ 2025 Kleinfelder
April30, 2025
www.klelnfelder.com
Trans-Jordan Generati ng Station
Treatment System Monitoring Plan
Pursuant to 40 CFR 62, Subpart OOO and 40 CFR 63, Subpart AAAA
Utah DEQ Permit Number: 3500535002
NOVEMBER 15,2021
209-4211035
PRESENTED TO
TransJordan Generating Station
10873 S Bacchus Hwy (US 111)
South Jordan, UT 84095
PREPARED BY
Tetra Tech
39395 W. Twelve Mile Road, Suite 103
Farmington Hills, Ml 48331
TABLE OF CONTENTS
1.0 BACKGROUND .......... .................... 1-1
2.0 MONTTORTNG RECORDS............ ....................2-2
3.0 MONITORING METHODS, FREQUENCIES, AND OPERATING RANGES.............................3.3
4.0 RESPONSIBLE PERSONNEL..... ...44
5.0 coNTtNUOUS MONTTORTNG ...........5
X:\PROJECTS\ENERGY DEVELOPMENTS\TRANS
JORDAN\TRANS-JORDAN GENERATING FACILITY\ROONEDL
Trans-Jordan TSM Plan DRAFT docx
PAGE ii
EDLCL Treatment System Monitoring Plan
Last Revised Date February 18,2022 Tetra Tech
This Site-Specific Treatment System Monitoring Plan is being prepared because Trans-Jordan Generating Station
(Trans-Jordan) is or will be subject to control requirements under 40 CFR 62, Subpart OOO and 40 CFR 63,
Subpart AAAA. The facility is located at 10873 S Bacchus Hwy (US 1 1 1), in South Jordan, UT in Salt Lake
County.
Trans-Jordan receives landfill gas (LFG) generated by normal landfill operation from the adjacent Trans-Jordan
Landfillfacility (Landfill) via pipeline from the landfill's gas collection and controlsystem (GCCS). The Trans-
Jordan facility design includes three internal combustion engines, which use the LFG as fuel to produce electricity
for sale. Prior to combustion in the engines, the facility's LFG treatment system treats the LFG through the
processes of compression, dewatering, and filtration per the definitions of 40 CFR 62, Subpart OOO and 40 CFR
63, Subpart AAAA (562.16730 and $63.1990).
A treatment system is one of the acceptable "control systems" for LFG under the above cited rules. As set forth in
$62.16714(cX3) and 563.1959(bX2XiiiXC), the owner may:
Route the collected gas to a treatment sysiern that p/ocesse s the collected gas for subseguent sale or
beneficial use such as fuel for combustion... Venting of treated landfill gas to the ambient air is not allowed.
lf the ou,ated landfill gas cannot be rcuted forsuDseguent sale or beneficial use, then the treated landfill gas
must be controlled according to 562.16711(c)(1) or (c)(2)/ 563.1959(b)(2)(iii)(A) or (B).
\Mren using a treatment system as a control system for LFG subject to NSPS/NESHAP control, monitoring
requirements, specifically $62.16722(g)and $63.1961(g), require the owner/operatorto:
...maintain and operab all monitoring systems associafed with the treatment system in accordance with the
site-specific treatment system monitoring plan required in $62.16726(b)(5)(ii) ancl 563.1983(bNS)(i0.
This site-specific treatment system monitoring plan was prepared to satisfy the requirements of
562.16726(b)(5)(ii)and 563.1983(bX5)(ii)referenced above. These requirements are listed below. Details of
compliance are detailed in the following sections for each requirement.
A) Monitoring records of parameterc that are identified in the treatment system monitoring plan and that
ensute the trcatment system is openting properly for each intended end use of the treated landlill gas.
At a minimum, records should include records of flltration, de-watering, and compression panmeterc
that ensure the trcatment system is operating properly lor each intended end use of the teated landfill
gas.B) Monitoring medtods, frequencies, and openting nnges for each monitorcd operating parameter based
on manufacturer's recommendations or engineering analysis for each intended end use of the treatad
landfill gas.
C) Documenbtion of the monitoring methods and ranges, along wiilr justification for tteir use.D) ldentify who is rcsponsible (by job title) for data collection.E) Processes and methods used to collect the necessary data.F) Description ol the procedurcs and methods that arc used for quality assunnce, maintenance, and rcpair
of all continuous monitoring sysfems.
X.\PROJECTS\ENERGY DEVELOPMENTS\TRANS
JORDAN\TRANS JORDAN GENERATING FACILIry\ROOI\EDL
Trarrs Jordan TSM Plan DRAFT docx
EDLCL Treatment System Monitoring Plan
Last Revised Date February 18,2022 Tetra Tech
562.16726(b)(5Nii)(A)/563.1983(bXSXii)(A): Monitoring rccords of panmeterc that are identified in the
treatment system monitoring plan and that ensurc the beatment sys0em is openting prcperly for each
intended end use of the trcated landfill gas. At a minimum, records should include rccords of filtration, de
watering, and compression parameiers fhat ensura the trcatment system is openting prcperly for each
intended end use of the trcated landfill gas.
Table 1 in the following section describes which treatment system equipment parameters will be monitored to
indicate proper operation. The Trans-Jordan personnel performing monitoring operations will record the observed
value and determine if the value is within the range of operation. lf the recorded value is out of the range of
operation, they will immediately take corrective action, including contacting all relevant staff, as necessary.
Furthermore, collected data and a description of the actions taken will be placed into the plant file.
ln addition to the parameters described in Table 1, records of flow to the treatment system will also be maintained
per $62.16722(SX1) and 563.1961(SX1), which require that treatment system flow must be continuously (at least
once every 15 minutes) monitored. At Trans-Jordan, the treatment system flow is continuously measured by a
flowmeter, which will be maintained and calibrated per manufacturer's recommendations. There is no bypass line
from the treatment system at Trans-Jordan. All LFG received from the Landfill's GCCS is routed through the
facility treatment system.
Parameter monitoring records will be maintained per $62.16726 and $63.1983, which require that all records must
be 5 years up-to-date, readily accessible, on-site. Off-site records may be maintained if they are retrievable within
4 hours. Either paper copy or electronic formats are acceptable.
X \PROJECTS\ENERGY DEVETOPMENTS\TRANS
JORDAN\TRANS JORDAN GENERATING FACILIry\ROOT\EDL
Trans-Jordan TSM Plan DRAFT docx
EDLCL Treatment
Last Revised Date
System Monitoring Plan
February 18,2022 Tetra Tech
562.16726 (bNSNii)(8y563.1983(bN5)(ii)(B): Monitoring nrcthods, tuequencies, and operatlng nanges for each
monitored openting panmeter based on manufacfitrcr's recommendations or engineering analysis for each
intended end use of the trcated landlill gas.
562.16726 (b[i)(i\Gy 563.1983(b)(5)(ii)(C): Documenbtion of the monitoring methods and ranges, along
with justification for their use.
562.16726 (b)(5Nii)(Ey563.1983(bNSNii)(E): Prccesses and methods used to collectthe necessary dab.
Table 1 below describes monitoring methods, frequencies, and operating ranges for each monitored treatment
operating parameter, justification for each parameter used, and a description of how monitoring data will be
collected. The justification for the monitoring methods and ranges for each monitored treatment operating
parameter is based on operational experience and/or manufacturer recommendation. Data will be reviewed at
least monthly by Landfill personnel.
Table 1: Landfill Gas Treatment System Monitoring Plan
Particulate
Filters
Filtration of
particles < 10
microns in
diameter by
use of filter
media
Differential
Pressure Monthly
pressure
monitoring
device
0-1 5 psi
Manufacturer's
specifications.
Filters are changed
when the differential
pressure is
measured outside
the specified
operating range.
Process
TemperatureAftercooler
Dewatering
by reduction
of LFG dew
point
Monthly temperature
gauge <185"F
lncoming LFG is
approximately 200-
275"F. The
aftercooler is
designed to reduce
LFG temperature to
<185'F to allow for
effective removalof
moisture and
containments.
X.\PROJ ECTS\E NERGY DEVELOPMENTS\TRANS
JORDAN\TRANS-JORDAN GENERATING FACILITY\ROOT\EDL
Trans-Jordan TSM Plan DRAFT docx
J-J
EDLCL Treatment System Monitoring Plan
Last Revised Date: February 18,2022 Tetra Tech
562.16726 (bfi5\i0@y963.1983(b)(5)(ii)(D): ldenttfy who is rcsponsible (by lob title) for data collection.
The table below details the specific supervisory and field personnel responsible for overseeing the inspections for
the routine monitoring activities of the affected equipment detailed in this plan.
Table 2: Responsible Personnel
Comoliance Manaoer
Reoion Manaoer
Maintenance Manaqer
Plant Ooerator
X,\PROJECTS\ENERGY DEVELOPMENTS\TRANS
JORDAN\TRANS.JORDAN GENERATI NG FACILIry\ROONEDL
Trans-Jordan TSM Plan DRAFT docx
EDLCL Treatment System Monitoring Plan
Last Revised Date: February 18,2022 Tetra Tech
562.1A726 (bXSXii)(Fy563.1983(bNSNit)(F): Description of the ptocedurcs and methods that arc used for
quality assunnce, maintenance, and repair of all continuous monitoring systems.
Continuous monitoring data (CMS) data is reviewed monthly at a minimum to verify accuracy and to evaluate for
trends that may be characteristic of diminishing performance. Staff will perform visual inspections of the
equipment and note issues as they arise. CMS component repairs and/or replacement will be made as
necessary.
X.\PROJ ECTS\ENERGY DEVELOPMENTS\TRANS
JORDAN\TRANS.JORDAN GENERATING FACILITY\ROOT\EDL
Trans-Jordan TSM Plan DRAFT.docx
Docusign Envelope lD: 3A8583F7-509A-4485-ADAD-753877A899A9
Trans.Jordan Generating Station
Semi-Annual Treatment System Monitoring Plan Report
Reporting Period: July 1, 2024 - December 31,2024
for the Trans Jordan Landfil!
Energy Developments, LLC (EDL) owns and operates the Trans-Jordan Generating Station
(TJGS), a Landfill Gas to Energy (LFGTE) facility located adjacent to the Trans-Jordan Landfill
in Salt Lake County, Utah. ln accordance with the site-specific Treatment System Monitoring
Plan ($63.1983(bx5)(ii)), TJGS is providing this statement of compliance for inclusion in the
Trans-Jordan Landfill semi-annual compliance report.
The TJGS facility is not equipped with vents within the treatment system which allow venting of
untreated gas to the atmosphere. The treatment system is not designed nor equipped to bypass
a control device and vent directly to the atmosphere. A calibrated flow meter is installed to
continuously monitor flow to the treatment system. The TJGS maintains and operates all
monitoring systems associated with the treatment system in accordance with the site-specific
treatment system monitoring plans. During the reporting period there were no parameter
exceedances or deviations.
I confirm that the information provided within the above statement is true and accurate to the
best of my knowledge.
Treatment System Representative: Mike Schaper, Reciprocating Engine General Manager
Signature: lallroy'- Sl,qry Oate:29 April 2025 | 01:23 AEST
Tel [phone]
edlenergy.com
Surle '100. 2501 Coolidge Rd
East Lansing. Ml 48823
United States of Amerrca
PO Box 15217
Lansing. Ml 48901
United States of America
A world of
new energy
I<LEINFELDER
\ Bright People. Right Solutions.
\-.
^
I I<LEINFELE'EF?. ltritl rrrbrh\7
APPENDIX E
GAS COTIECTION AND CONTROL SYSTEM DOWNTIME LOG
24002558,001A/SLCz5 R1812 17
@ 2025 Kleinfelder
April 30, 2025
www.klelnfelder.com
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