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MARICI BATTERY ENERGY STORAGE SYSTEM FACILITY INITIAL STUDY / MITIGATED
NEGATIVE DECLARATION
CITY OF INDUSTRY
APPENDIX
PlaceWorks
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MARICI BATTERY ENERGY STORAGE SYSTEM FACILITY INITIAL STUDY / MITIGATED
NEGATIVE DECLARATION
CITY OF INDUSTRY
APPENDIX
DECEMBER 2025
APPENDIX J
LIMITED SITE INVESTIGATION – 16233 AND
16235 GALE AVENUE
MARICI BATTERY ENERGY STORAGE SYSTEM FACILITY INITIAL STUDY / MITIGATED
NEGATIVE DECLARATION
CITY OF INDUSTRY
APPENDIX
PlaceWorks
This page intentionally left blank.
LIMITED SITE INVESTIGATION
Marici – City of Industry BESS – 16233 Gale Avenue
16233 and 16235 Gale Avenue, Los Angeles County,
California 91745
March 26, 2025 | Terracon Project No. LA247544C
Prepared for:
AYPA Power Development LLC
Austin, Texas
Prepared by:
Terracon Consultants, Inc.
Carson, California
J-1
J-2
Facilities | Environmental | Geotechnical | Materials ii
TABLE OF CONTENTS
1.0 INTRODUCTION .................................................................................................... 1
1.1 Site Description ......................................................................................... 1
1.2 Scope of Work............................................................................................ 1
1.3 Standard of Care ........................................................................................ 2
1.4 Additional Scope Limitations...................................................................... 2
1.5 Reliance ..................................................................................................... 2
2.0 FIELD ACTIVITIES ................................................................................................ 2
2.1 Pre-Mobilization......................................................................................... 3
2.2 Geophysical Survey .................................................................................... 3
2.3 Soil Borings and Soil Sampling .................................................................. 3
2.4 Sampling Program ..................................................................................... 4
2.5 Soil Gas Probe Installation and Sampling .................................................. 4
2.6 Soil Gas Sampling Procedure ..................................................................... 5
2.7 Investigation Derived Waste ..................................................................... 5
3.0 LABORATORY ANALYTICAL METHODS ................................................................... 5
4.0 DATA EVALUATION ............................................................................................... 6
4.1 Soil Analytical Results – TPH and VOCs...................................................... 6
4.2 Soil Analytical Results – Metals ................................................................. 7
4.3 Soil Gas Analytical Results – TPH & VOCs .................................................. 7
4.4 Quality Control/Quality Assurance ............................................................ 8
5.0 FINDINGS AND CONCLUSIONS ............................................................................. 8
6.0 RECOMMENDATIONS ............................................................................................ 9
APPENDICES
APPENDIX A – EXHIBITS
Exhibit 1 – Topographic Map
Exhibit 2 – Site Diagram
APPENDIX B – TABLES
Table 1 – Summary of Soil Sample Analytical Results – TPH and VOCs Table 2 – Summary of Soil Sample Analytical Results – CAM Metals Table 3 – Summary of Soil Gas Sample Analytical Results – VOCs APPENDIX C – PHOTOLOG
APPENDIX D – BORING LOGS
APPENDIX E – SOIL GAS SAMPLING LOG
APPENDIX F – ANALYTICAL REPORTS AND CHAIN-OF-CUSTODY
J-3
Facilities | Environmental | Geotechnical | Materials 1
LIMITED SITE INVESTIGATION
MARICI – CITY OF INDUSTRY BESS – 16233 GALE AVENUE
16233 AND 16235 GALE AVENUE
CITY OF INDUSTRY, LOS ANGELES COUNTY, CALIFORNIA 91745
TERRACON PROJECT NO. LA247544C
MARCH 26, 2025
1.0 INTRODUCTION
1.1 Site Description
Site Name Marici – City of Industry BESS – 16233 Gale Avenue Site Location/Address 16233 and 16235 Gale Avenue, City of Industry, Los Angeles County, CA 91745
General Site Description
The site consists of an approximately 10,200-square-foot, singlestory industrial building (constructed in 1957), on the northern portion of the site and an approximately 16,300-square-foot two story industrial building on the southern portion of the site (constructed in approximately 1990), on an approximately 1.73- acre parcel of land, identified by Los Angeles County Assessor Identification Numbers (AINS): 8242-016-033, 8242-016-034, and 8242-016-036. The site is further improved with asphalt-paved parking areas and driveways, landscaping, and utilities.
A topographic map and site diagram are included as Exhibits 1 and 2 of Appendix A, respectively.
1.2 Scope of Work
Terracon conducted a Limited Site Investigation (LSI) at 16233 Gale Avenue, City of Industry, Los Angeles County, CA 91745 (the site). Based on the Phase I ESA prepared by Terracon, dated January 27, 2025 (Terracon Project No. LA247544.2), the following recognized environmental conditions (RECs), were identified:
Site Concern/ REC Description
Current and Historical Site Operations
Based on the longevity of business operations
(approximately 49 years), the likely use of
petroleum and solvents/chemicals as part of the
current and historical operations at the site, and
the potential release of hazardous substances,
the on-site Metal Cutting Service facility
represents a REC to the site.
Site Within in Area of TCE and PCE Impacted
Groundwater
Based on the review of available records, the site
is located within an area of TCE and PCE impacted
groundwater above MCL; therefore the San
Gabriel Valley (Area 4) represents a REC and a
VEC to the site.
J-4
Limited Site Investigation
Marici – City of Industry BESS – 16233 Gale Avenue ■ City of Industry, CA March 26, 2025 ■ Terracon Project No. LA247544C
Facilities | Environmental | Geotechnical | Materials 2 The objective of the LSI was to assess the presence of chemicals commonly associated with the abovementioned REC at concentrations above laboratory reporting and/or method detection limits in the onsite soil, and soil gas. Based on the findings of the Phase I ESA and documented groundwater impact associated with San Gabriel Valley (Area 4) in the vicinity of the site, an investigation of groundwater was not included in this scope of work.
1.3 Standard of Care
Terracon’s services were performed in a manner consistent with generally accepted practices of the profession undertaken in similar studies in the same geographical area during the same time period.
Terracon makes no warranties, either express or implied, regarding the findings, conclusions, or recommendations. Please note that Terracon does not warrant the work of laboratories, regulatory agencies, or other third parties supplying information used in the preparation of the report. These LSI services were performed in accordance with the scope of work agreed with you, our client, as reflected in our proposal and were not restricted by ASTM E1903-19.
1.4 Additional Scope Limitations
Findings, conclusions, and recommendations resulting from these services are based upon information derived from the on-site activities and other services performed under this scope of work; such information is subject to change over time. Certain indicators of the presence of hazardous substances, petroleum products, or other constituents may have been latent, inaccessible, unobservable, nondetectable, or not present during these services, and we cannot represent that the site contains no hazardous substances, toxic materials, petroleum products, or other latent conditions beyond those identified during this LSI. Subsurface conditions may vary from those encountered at specific borings or wells or during other surveys, tests, assessments, investigations, or exploratory services; the data, interpretations, findings, and our recommendations are based solely upon data obtained at the time and within the scope of these services.
1.5 Reliance
This report has been prepared for the exclusive use and reliance of AYPA Power Development LLC Use or reliance by any other party is prohibited without the written authorization of AYPA Power Development LLC and Terracon. Reliance on the report by the client will be subject to the terms, conditions and limitations stated in the proposal, LSI report, and our agreement. Reliance on the LSI by AYPA Power Development LLC Will be subject to the terms contained in the Master Service Agreement with Terracon (dated September 15, 2022). The limitation of liability defined in the Master Service Agreement is the aggregate limit of Terracon’s liability to AYPA Power Development LLC.
2.0 FIELD ACTIVITIES
Terracon’s field activities were conducted on February 7,17 & 19, 2025, by a Staff Geologist under the oversight of a California-licensed Professional Geologist (P.G.) with Terracon. A site-specific health and safety plan was utilized by Terracon during field activities for this assessment. A photolog of field activities is included as Appendix C.
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Facilities | Environmental | Geotechnical | Materials 3
2.1 Pre-Mobilization
On February 7, 2025, and more than 48 hours prior to drilling activities, Terracon marked the boring locations, and Terracon contacted USA DigAlert 811 (Ticket Numbers: A250380120-01A) for clearance of public underground utilities in accordance with California law.
2.2 Geophysical Survey
On February 17, 2025, SoCal Locators (SoCal) conducted a non-invasive geophysical survey using ground penetrating radar (GPR) and conductive locating equipment to further evaluate the possible underground utilities at the site. The geophysical survey was performed in the vicinity of each of the boring locations where mechanical drilling was to be performed. Proposed boring locations that were potentially in conflict with underground utilities were adjusted in the field. Significant subsurface anomalies or indication of components potentially associated with underground features were not identified.
2.3 Soil Borings and Soil Sampling
On February 17, 2025, JHA Remediation LLC. (JHA), a State-of-California C-57 licensed driller, advanced six (6) soil borings using a track-mounted direct push drill rig and/or hand-auger to a maximum depth of 20 feet below ground surface (bgs). The approximate boring locations are shown on Exhibit 2 of Appendix A and are summarized below.
Location ID
Total
Depth
(feet bgs)
Sample Type Assessment Area/REC
SGP-1 & SGP-4 5/20 Soil/Soil Gas Northern and Central portion of the site SGP-2, SGP-3, SGP-5
and SGP-6 5 Soil/Soil Gas East of the Metal-Cutting Service Facility Soil samples were collected using new polyvinyl chloride (PVC) sleeves to prevent cross contamination and/or laboratory provided jar ware. Reusable drilling and sampling equipment were cleaned using an Alconox or similar wash and two potable water rinses prior to the beginning of the project and before collecting each soil sample.
Soil samples were collected continuously to document soil lithology, color, moisture content, and staining. Evidence of staining or odors were not observed in the soil samples collected. Terracon screened the soil samples in the field using a calibrated MiniRae 3000 photoionization detector (PID) with a 10.6eV lamp to indicate the presence of total organic vapors (TOV). Prior to the start of field activities, Terracon calibrated the PID in the field using a 100 parts per million by volume (ppmv) isobutylene gas standard and ambient air from upwind of the project activities. PID readings above the background level of 1.0 ppmv were not recorded in the soil encountered from the soil borings. Reference boring logs on Appendix D for all field readings.
During soil sample collection, the soils encountered consisted primarily of silt with trace sand in the soil borings. Detailed lithologic descriptions are presented on the soil boring logs included in Appendix D.
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Facilities | Environmental | Geotechnical | Materials 4 Following completion of the sampling activities, tubing was removed from the SGP borings and the boreholes were filled with hydrated bentonite chips and capped to match existing surface conditions.
2.4 Sampling Program
The soil sampling program consisted of the following:
Collection of one soil sample from each SGP for a total of six (6) discrete soil samples. Soil samples submitted for laboratory analysis were collected from the target interval of each boring based on field observation and PID readings, and professional judgement. Additional soil samples were collected and placed on hold pending initial laboratory analysis. Collection of eight (8) total soil gas samples; two (2) soil gas samples from each deep soil boring and one (1) soil gas sample from each shallow soil boring. Soil gas samples were collected at the 5- and 20- foot intervals.
Soil sample intervals for each boring are provided on the lithologic boring logs included in Appendix D.
2.5 Soil Gas Probe Installation and Sampling
On February 17, 2024, Terracon installed four (4) soil gas probes (SGP-2, SGP-3, SGP-5 and SGP-6) and two (2) dual-nested soil gas probes (SGP-1 & SGP-4) adjacent to the on-site buildings for the collection of soil gas samples. The approximate probe locations are shown on Exhibit 2 of Appendix A.
Terracon’s soil gas probe installation and soil gas sampling were conducted in general accordance with published guidance (CAL-EPA/DTSC, July 2015), as described below:
The soil borings were completed as soil gas probes by installing a ½-inch diameter probe tip approximately 1-inch long at the target depths of 5 and/or 20 feet bgs. The probe tip was designed to be placed approximately halfway through a 1-foot sand pack extending from ½-foot above to ½-foot below the probe tip. Therefore, approximately ½-foot of sand was added to the soil boring prior to installing the probe tip.
The sampling line connected to the probe tip was comprised of new dedicated 0.25-inch outerdiameter Nylaflow® tubing cut to length leaving approximately one foot of tubing extending from the surface at each probe. A gas tight valve was fitted to the up-hole end of the tubing to prevent ambient air from infiltrating the probe installation through the sample line. The sample tubing was marked at the ground surface to indicate the probe location, depth, and time of installation.
Approximately ½-foot of sand was added after the installation of the probe tip to create a 1-foot sand pack surrounding the probe tip at the bottom of the boring. Approximately 1-foot of dry granular bentonite chips were used to fill the borehole annular space around the Nylaflow® sampling line, from the top of the sand pack with hydrated granular bentonite chips from the top of the dry granular bentonite chips to the surface, or to the next probe depth. Sufficient water was added to hydrate the bentonite to ensure proper sealing, and care used in placement of the bentonite to prevent post-emplacement expansion which might compromise the probe seal.
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2.6 Soil Gas Sampling Procedure
Soil gas sampling was performed a minimum of 2 hours following installation of the soil gas probes to allow subsurface conditions to equilibrate. Terracon’s soil gas sampling program was conducted in general accordance with the Advisory Guidelines (CAL-EPA/DTSC, July 2015), as described below. The soil gas sampling field logs are included as Appendix E. Prior to purging or sampling of each probe, a shut-in test was conducted to check for leaks in the above-ground sampling system. The test was conducted by assembling the above-ground valves, lines, and fittings downstream from the top of the probe Nylaflow® tubing and evacuating it using a purge pump to a minimum measured vacuum of approximately 100 inches of water. The test was conducted while the sampling canister was attached with its valve in the closed position. The vacuum gauge connected to the system with a “T”-fitting was calibrated to be sensitive enough to indicate a water pressure change of 0.5 inches and was observed for at least one minute or longer. If any observable loss of vacuum was noted, the fittings would have been adjusted until the vacuum in the sample train did not noticeably dissipate. After a successful shut-in test, the sampling train was not altered. Each probe was purged prior to sample collection. The purge volume of each probe was estimated as the summation of the volumes of the Nylaflow® tubing sample line. The sampling assembly was purged a standard three volumes by drawing the soil gas from the probe using a portable pump regulated at a flow rate of 190mL/min.
A leak test was performed in conjunction with each collected soil gas sample during purging and sampling activities to verify the integrity of the surface seal using 1,1-difluoroethane (1,1-DFA) as a tracer gas. Prior to sampling, 1,1-DFA was dispensed into a rag and placed near the surface seal.
Once the sampling assembly was purged, the samples were collected from the sample line using laboratory provided 1-Liter Summa™ stainless-steel canisters (batch certified) fitted with a particulate filter regulated at a flow rate of approximately 150 milliliters per minute (mL/min).
Upon completion of the soil gas sampling activities, the soil gas probe tubing and VaporPin® probes were removed, and the void space was sealed with high-strength rapid set cement. Asphalt pavement was patched with concrete.
2.7 Investigation Derived Waste
Soil cuttings generated during the investigation activities were temporarily stored in a 5-gallon plastic bucket. Due to the relatively small quantity of drill cuttings (less than 5 gallons) and the absence of field evidence of significant impairment, the soil cuttings were spread on site. Investigation derived waste (IDW) was not generated. Sampling supplies and soil gas tubing were disposed off site as solid waste.
3.0 LABORATORY ANALYTICAL METHODS
The soil and soil gas samples were sealed, properly labeled, and placed on ice in a cooler for transportation to the laboratory. The soil gas samples were collected in batch certified 1-Liter Summa canisters (and flow regulators) provided by the laboratory. The soil and soil gas samples and completed chain-of-custody forms were relinquished to SunStar Laboratories, Inc. (SunStar) in Lake Forest, J-8
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Facilities | Environmental | Geotechnical | Materials 6 California, a State-of-California ELAP-certified laboratory for analysis. Samples were submitted for analysis on standard turnaround time basis. The samples were analyzed using standard Environmental Protection Agency (EPA) methods, as detailed below:
Soil
Total petroleum hydrocarbons (TPH), carbon chain by EPA Method 8015B; and Volatile organic compounds (VOCs) by EPA Method 8260B. Metals by EPA Method 6010
Soil Vapor
VOCs by EPA Method TO-15.
The soil and soil gas laboratory analytical results are summarized in Tables 1 through 3 of Appendix B, respectively. The laboratory analytical reports and executed chain-of-custody forms are provided in Appendix F.
4.0 DATA EVALUATION
Terracon screened the analytical data using the current residential and commercial Environmental Screening Levels (ESLs) published by San Francisco Bay Regional Water Quality Control Board (SFBRWQCB (2019, Rev. 2).1 For analytes without an applicable ESL, EPA's Vapor Intrusion Screening Levels (VISLs)2 were used to supplement the ESLs for the soil gas samples, as applicable and necessary.
The detection of an analyte at a concentration above a screening level does not necessarily indicate an adverse impact to human health or the environment; however, an exceedance of a screening level may indicate that additional investigation is warranted.
4.1 Soil Analytical Results – TPH and VOCs
The soil analytical results for VOCs, TPH gasoline range organics (TPH-GRO) and diesel range organics (TPH-DRO) were not detected above laboratory reporting limits (RLs). Motor oil range organics (TPHMORO) was detected above its respective laboratory reporting limit in one soil sample (SGP-1-2.5) but below its residential and commercials ESLs. The remaining samples were below the specified laboratory reporting limits for each constituent analyzed.
The TPH and VOC soil data is tabulated in Table 1 of Appendix B and the laboratory analytical report and chain-of-custody forms are included in Appendix F.
1 San Francisco Regional Water Quality Control Board, 2019, Environmental Screening Levels (ESLs), Direct Exposure Human Health Risk Levels, 2019, Rev 2).
2 U.S.EPA, Vapor Intrusion Screening Levels (VISLs), Residential and Commercial Cancer Risk, May 14, 2024.
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4.2 Soil Analytical Results – Metals
The soil analytical results indicated metals were not detected above the specified laboratory RLs with the exception of arsenic, barium, chromium, cobalt, copper, lead, nickel, vanadium and zinc.
The concentrations of the listed metals are within the range of naturally occurring “background” concentrations3, and/or were below residential, commercial, and construction worker ESLs except for Arsenic, which was detected in one sample, SGP-1-2.5.
Arsenic was detected in soil sample SGP-1-2.5 at a concentration of 3.9 mg/kg, which exceeds the cancer residential ESL (0.067 mg/kg), commercial ESL (0.31 mg/kg) and construction worker ESL (2 mg/kg).
The ESLs are based on toxicity values and as such, the arsenic ESLs are very low. Since the naturally occurring arsenic concentrations in soil for southern California (and other regions) are often 100 times greater than screening levels, based on analyses of soil data, DTSC established a regional background arsenic concentration. Based on statistically review of arsenic data sets, the DTSC established an upperbound arsenic concentration of 12 mg/Kg for Southern California4 . Using this regional background
concentration, the detected arsenic concentration is within the naturally occurring “background” concentrations.
The metal soil data is tabulated in Table 2 of Appendix B and the laboratory analytical report and chain-of-custody forms are included in Appendix F.
4.3 Soil Gas Analytical Results – TPH & VOCs
Soil gas sample analytical results indicate that several VOCs were detected above their respective laboratory method detection limits (MDLs). The soil gas sample analytical results were compared to the ESLs, which revealed that concentrations of 1,3-Butadiene, Benzene, Ethylbenzene, and Tetrachloroethene (PCE) and Trichloroethene (TCE) were detected in one or more samples above their respective ESLs for residential or commercial land use, as detailed below:
1,3-Butadiene was detected in soil gas samples SGP-1-5 at a concentration of 12 micrograms per cubic meter (µg/m3), which exceeds the residential ESL (3.12 µg/m3), but is below the commercial ESL (13.6 µg/m3).
Benzene was detected in each soil gas sample except for SGP-2-5 and SGP-4-20.
Samples SGP-1-20, SGP-4-5 and SGP-6-5 concentrations range from 4.2 through 12 µg/m3 which exceeds the residential ESL (3.2 µg/m3), and samples SGP-1-5, SGP-3-5 and SGP-5-5 concentrations range from 21 to 48 µg/m3, which exceed the residential ESL (3.2 µg/m3), and the commercial ESL (14 µg/m3).
Ethylbenzene was detected in soil gas samples SGP-1-5 at a concentration of 130 µg/m3, which exceeds the residential ESL (37 µg/m3), but is below the commercial ESL (160 µg/m3).
3 EPA, 2007, Guidance for Developing Ecological Soil Screening Levels, OSWER Directive 92857-55, Attachment 1-4, November 2003 (Revised July 2007).
4 California Environmental Protection Agency, Department of Toxic Substances Control (DTSC), 2020, Human Health Risk Assessment (HHRA) Note Number 11, Southern California Ambient Arsenic Screening Level, December 28, 2020.
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Facilities | Environmental | Geotechnical | Materials 8 PCE was detected in each soil gas sample. Sample SGP-1-5, SGP-1-20, SGP-4-5, SGP4-20 and SGP-6-5 concentration range from 140 through 2,500 µg/m3, which exceeds the residential ESL (15 µg/m3) and the commercial ESL (67 µg/m3). The remaining samples were below the residential and commercial ESLs. TCE was detected in each soil gas sample except for SGP-2-5. Samples SGP-1-5, SGP3-5, SGP-5-5 and SGP-6-5 concentrations range from 18 through 58 µg/m3 which exceeds the residential ESL (16 µg/m3), and samples SGP-1-20, SGP-4-5 and SGP-4- 20 concentrations range from 170 to 3,500 µg/m3, which exceed the residential ESL (16 µg/m3), and the commercial ESL (100 µg/m3).
The analytical results for soil gas are summarized in Table 3 of Appendix B and the laboratory analytical report and chain-of-custody forms are included in Appendix F.
4.4 Quality Control/Quality Assurance
Quality control/quality assurance (QC/QA) of analytical data was maintained using the following methods and procedures:
Established reporting limits (RLs) and method detection limits (MDLs) with the laboratory that meet data quality objectives (DQOs);
Laboratory QA/QC controls, such as laboratory control standard (LCS), matrix spike (MS), and matrix spike duplicate (MSD);
Collection of samples in laboratory provided containers, or new PVC liners; Chain-of-custody protocols;
Storage and transportation of soil samples in secured, chilled containers; Decontamination of reusable sampling equipment;
Additionally, Terracon utilized 1,1-difluoroethane (1,1-DFA) as a tracer gas to verify the integrity of the surface seal for the soil gas samples. According to the CAL-EPA/DTSC guidance (July 2015), the default allowable concentration of 1,1-DFA is 10 times the reporting limit (27 µg/m³), or a threshold of 270 µg/m³. Detection of a tracer gas in soil gas samples above the threshold indicates a leak may have occurred during sampling resulting in a potential dilution of concentrations.
Based on the successful shut-in tests, nondetectable 1,1-DFA concentrations, and comparable VOC concentrations in soil gas samples without the presence of trace gas, any dilution appears to be minimal and the data meets data quality objectives (DQOs). Any discrepancy in the laboratory QC/QA is notated in the laboratory reports, which are included as Appendix F.
5.0 FINDINGS AND CONCLUSIONS
The findings from this LSI are as follows:
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Facilities | Environmental | Geotechnical | Materials 9 Soil
The soils encountered consisted primarily of silt with trace sand to the maximum depth sampled of 20 feet bgs.
Observed soils indicated no staining or odor, and PID readings were not measured above 1.0 ppmv.
TPH-GRO and TPH-DRO was not detected in the soil samples analyzed. TPH-MORO was detected above laboratory reporting limits in one soil sample, with concentrations below the residential ESLs and commercial ESLs.
VOCs were not detected above laboratory RLs in the soil samples analyzed. Metals are within the range of naturally occurring “background” concentrations, and are below residential, commercial, and construction worker screening levels except for Arsenic which was detected in one sample above the ESLs, but within the DTSC established upper-bound arsenic concentration of 12 mg/Kg for Southern California. Using this regional background concentration, the detected arsenic concentration is within the naturally occurring “background” concentrations.
No IDW was generated during drilling operations.
Soil Gas
1,3-Butadiene, Benzene, Ethylbenzene, PCE, and TCE were detected at concentrations above their respective ESLs for residential and/or commercial land use in soil gas samples collected.
Based on the field observations and laboratory data, significantly impacted soils and soil gas were not identified in the areas and depths investigated.
The concentrations of 1,3-Butadiene, Benzene, Ethylbenzene, PCE, and TCE above residential and/or commercial ESLs were detected in soil gas samples collected from soil gas probes located on the northern, central and southeastern portions of the site. Based on the absence of VOCs and petroleum hydrocarbons in the on-site shallow soil, and the documented groundwater plume associated with San Gabriel Valley (Area 4) in the vicinity of the site, it appears likely that the detected VOCs in soil gas may be associated with impacted groundwater from off-site regional sources. Additionally, it should be noted that the concentrations of VOCs in soil gas are generally increasing with depth, which further supports a likely groundwater source.
6.0 RECOMMENDATIONS
Based on the data, additional investigation does not appear warranted at this time. Terracon understands AYPA Power Development LLC. plan to develop the property as a Battery Energy Storage System (BESS) substation and no occupied buildings will be constructed on-site.
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APPENDIX A
EXHIBIT 1: TOPOGRAPHIC MAP
EXHIBIT 2: SITE DIAGRAM
J-13
TOPOGRAPHIC MAP IMAGE COURTESY OF
THE U.S. GEOLOGICAL SURVEY
QUADRANGLES INCLUDE: BALDWIN PARK,
CA (1/1/1981) and LA HABRA, CA (1/1/1981).
1355 East Cooley Drive
Colton, California 92324
LA247544C
DIAGRAM IS FOR GENERAL LOCATION ONLY,
AND IS NOT INTENDED FOR CONSTRUCTION
PURPOSES
Project Manager:
Drawn by:
Checked by:
Approved by:
DOM
TGM
TGM
JM
N/A
3/10/2025
Project No.
File Name:
Date:
1 Exhibit
1”=2,000’
Scale:
TOPOGRAPHIC MAP
SITE
MARICI - CITY OF INDUSTRY BESS - 16233 GALE AVENUE
16233 AND 16235 GALE AVENUE
CITY OF INDUSTRY, LOS ANGELES COUNTY, CALIFORNIA
N
J-14
Project Mngr:
Approved By:
Checked By:
Drawn By:
Project No. Scale: Date:
03/04/2024
JSV
CDD
TGM
LA247544C
AS SHOWN
SITE DIAGRAM
2 MARICI - CITY OF INDUSTRY BESS - 16233 GALE AVENUE
16233 AND 16235 GALE AVENUE
CITY OF INDUSTRY, LOS ANGELES COUNTY, CALIFORNIA
EXHIBIT
SITE BOUNDARY
AIR COMPRESSOR
500-GALLON PROPANE AST
DUMPSTERS
METAL CHIP DISPOSAL BINS
WASTE OIL BURNER
LEGEND:
N
FLOW DIRECTION ANTICIPATED GROUNDWATER
(16253 - 16293
GALE AVENUE)
ESSENDANT
DPS DIESEL
PARTS & SERVICE
PACIFIC TENT
METAL CUTTING
SERVICE
LC ELECTRICAL &
LIGHTING CORP.
(16211 GALE AVENUE)
(16235
GALE
AVENUE)
(16207 - 16209 GALE AVENUE)
WARD WAY
(918 SOUTH STIMSON AVENUE)
ASPHALT-PAVED
PARKING LOT
ASPHALT-PAVED
PARKING LOT
(16233
GALE
AVENUE)
GALE AVENUE
HINNEN AVENUE
(1103)
(1106)
(16209 - 16221 FOLGER STREET)
(16205 GALE
AVENUE)
(16203 & 16207
GALE AVENUE)
ASPHALT-PAVED
PARKING LOT
1355 East Cooley Drive
Colton, CA 92324
AC
P
D
M
W
D
D
M
M
M
M
D
D
AC
AC
W
METAL
CUTTING
SERVICE
(TWOSTORIES)
METAL
CUTTING
SERVICE
(ONE-STORY)
SHED
SUN HONG
FOODS
SGP-1
SGP-2
SGP-3
SGP-4
SGP-5
SGP-6
TGM BORING LOCATIONS
SOIL/MULTI-DEPTH SOIL GAS BORINGS 5' & 20'
SOIL/SOIL GAS BORINGS (5')
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Facilities | Environmental | Geotechnical | Materials
APPENDIX B
TABLES
J-16
GRO
(C6-C12)
DRO
(C13-C28)
MORO
(C29-C40)
EPA Method 8260B (mg/Kg)
-- -- -- Various
430 260 12,000 Various
-- -- -- Various
2,000 1,200 180,000 Various
-- -- -- Various
1,800 1,100 54,000 Various
SGP-1 SGP-1-2.5 1.5 - 2.5 2/17/2025 <10 <10 46 ND
SGP-2 SGP-2-5 4.0 - 5.0 2/17/2025 <10 <10 <10 ND
SGP-3 SGP-3-2.5 1.5 - 2.5 2/17/2025 <10 <10 <10 ND
SGP-4 SGP-4-2.5 1.5 - 2.5 2/17/2025 <10 <10 <10 ND
SGP-5 SGP-5-2.5 1.5 - 2.5 2/17/2025 <10 <10 <10 ND
SGP-6 SGP-6-5 4.0 - 5.0 2/17/2025 <10 <10 <10 ND
Notes:
EPA = United States Environmental Protection Agency
All units are in milligrams per kilogram (mg/Kg), unless specified bgs= below ground surface
"<" = less than the laboratory reporting limit, or method detection limit, as specified -- = Not analyzed/not available/not established.
Bold = concentration above the laboratory report limit (RL), or above the laboratory method detection limit (MDL) TPH GRO = total petroleum hydrocarbons in gasoline carbon range (C6-C12) TPH DRO = total petroleum hydrocarbons in diesel carbon range (C13-C28) TPH MORO = total petroleum hydrocarbons in motor oil carbon range (C29-C40) Screening Levels
Analyte concentration exceeds the criteria, as applicable.
Concentration Reported Above Residential Limit
Concentration Reported Above Commercial / Industrial Limit Concentration Reported Above Construction Worker Limit
Volatile Organic Compounds
(VOCs)
Shallow Soil Direct
Exposure Screening Levels
(1)
Residential
Cancer
Non-Cancer
Commercial / Industrial
Cancer
Non-Cancer
Construction Worker
Cancer
Non-Cancer
Total Petroleum Hydrocarbons (TPH)
EPA Method 8015B (mg/Kg)
(1) ESLs = San Francisco Bay Regional Water Quality Control Board Environmental Screening Levels (2019, Rev.2), Summary of Soil ESLs, Direct Exposure Human Health Risk Levels, Residential and Commercial/Industrial Shallow Soil Exposure, Table S-1.
Location ID Sample ID Sample Depth
Feet bgs
Sample
Date
Terracon Project No. LA247544C
Table 1 - Summary of Soil Sample Analytical Results – TPH & VOCs Marci- City of Industry BESS - 16233 Gale Avenue
16233 and 16235 Gale Avenue
City of Industry, Los Angeles County, California 91745
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Antimony Arsenic Barium Beryllium Cadmium Chromium Cobalt Copper Lead Mercury Molybdenum Nickel Selenium Silver Thallium Vanadium Zinc -- 0.067 -- 1,600 910 -- 420 -- 82 -- -- 15,000 -- -- -- -- -- 11 0.26 15,000 16 78 -- 23 3,100 80 13 390 820 390 390 0.78 390 23,000 -- 0.31 -- 6,900 4,000 -- 1,900 -- 380 -- -- 64,000 -- -- -- -- -- 160 3.6 220,000 230 1,100 -- 350 47,000 320 190 5,800 11,000 5,800 5,800 12 5,800 350,000 -- 2 -- 180 110 -- 49 -- 2,700 -- -- 1,700 -- -- -- -- -- 50 0.98 3,000 27 51 -- 28 14,000 160 44 1,800 86 1,700 1,800 3.5 470 110,000 -- 7.0* 560 -- -- 50 10.5 26 26 0.17 -- 18.5 0.3 -- --** -- 74
0.8 5.1* 598 1.1 0.4 120 14 39 26 -- -- 48 0.2 0.8 --** 118 113 SGP-1 SGP-1-2.5 1.5 - 2.5 2/17/2025 <4.0 3.9 110 <1.0 <2.0 17 6.5 150 27 <0.10 <5.0 11 <5.0 <2.0 <5.0 26 63 SGP-4 SGP-4-2.5 1.5 - 2.5 2/17/2025 <4.0 <2.0 110 <1.0 <2.0 15 7.9 14 3.6 <0.10 <5.0 15 <5.0 <2.0 <5.0 33 37 Notes:
EPA = United States Environmental Protection Agency
All units are in milligrams per kilogram (mg/Kg), unless specified bgs= below ground surface
-- = Not analyzed/not available/not established; or omitted based on ND laboratory results "<" = less than the laboratory reporting limit, or method detection limit, as specified Bold = concentration above the laboratory report limit (RL), or above the laboratory method detection limit (MDL) CAM = California Adminstrative Manual (also know as Title 22 metals) * DTSC. Determination of a Southern California Regional Background Arsenic Concentration in Soil. Upper-bound arsenic concentration of 12 mg/Kg for Los Angeles County. Concentrations at or below this level are considered background concentrations.
Screening Levels
(1) ESLs = San Francisco Bay Regional Water Quality Control Board Environmental Screening Levels (2019, Rev.2), Summary of Soil ESLs, Direct Exposure Human Health Risk Levels, Residential and Commercial/Industrial Shallow Soil Exposure, Table S-1. (2) EPA, 1995, Engineering Forum Issue, Determination of Background Concentrations of Inorganics in Soils and Sediments at Hazardous Waste Sites, EPA/540/S-96/500, December 1995. (2) EPA, 2007, Guidance for Developing Ecological Soil Screening Levels, OSWER Directive 92857-55, Attachment 1-4, November 2003 (Revised July 2007).
Analyte concentration exceeds the standard for:
Concentration Reported Above Residential ESL.
Concentration Reported Above Commercial / Industrial Limit Concentration Reported Above Construction Worker Limit
Construction Worker
Cancer
Background Background, Mean (EPA, 1995)
Levels (2)
Non-Cancer
Background, Mean (EPA, 2007)
Shallow Soil
Direct
Exposure
Screening
Levels (1)
Residential
Cancer
Non-Cancer
Commercial /
Industrial
Cancer
Non-Cancer
16233 and 16235 Gale Avenue
City of Industry, Los Angeles County, California 91745
Location ID Sample ID
Terracon Project No. LA247544C
EPA Method 6010B/7471A (mg/Kg)
Table 2 - Summary of Soil Sample Analytical Results – CAM Metals Marici - City of Industry BESS - 16233 Gale Avenue
Sample Depth
Feet bgs
Sample
Date
J-18
Location ID SGP-2 SGP-3 SGP-5 SGP-6
Sample ID SGP-1-5 SGP-1-20 SGP-2-5 SGP-3-5 SGP-4-5 SGP-4-20 SGP-5-5 SGP-6-5 Date Collected 2/17/2025 2/17/2025 2/19/2025 2/19/2025 2/17/2025 2/17/2025 2/19/2025 2/17/2025 Depth (feet bgs) Cancer Non-Cancer Cancer Non-Cancer 5 20 5 5 5 20 5 20 1,1,2-Trichloro-1,2,2-
trifluoroethane (CFC 113) 17,400* -- 73,000* -- 430 550 87 33 150 700 120 13 1,2,4-Trimethylbenzene 209* -- 876* -- 110 28 <0.22 <0.22 56 26 <0.22 58 1,3,5-Trimethylbenzene 209* -- 876* -- 41 13 <0.23 <0.23 23 13 <0.23 21 1,1-Dichloroethene -- 2,433 -- 10,220 <0.12 84 <0.12 <0.12 <0.12 57 <0.12 <0.12 cis-1,2-Dichloroethene -- 278 -- 1,168 <0.18 <0.18 <0.18 <0.18 <0.18 28 <0.18 <0.18 1,3-Butadiene 3.12* -- 13.6* -- 12 <0.17 <0.17 <0.17 <0.17 <0.17 <0.17 <0.17 2-Butanone (MEK) -- 170,000 -- 730,000 70 30 <0.27 22 52 37 30 54 Acetone -- 1,100,000 -- 4,500,000 180 62 78 82 110 66 130 96 Benzene 3.2 100 14 440 48 4.2 <0.080 21 12 <0.080 25 12 Carbon disulfide 2,430* -- 10,200* -- <0.089 <0.089 <0.089 52 <0.089 <0.089 39 <0.089 Carbon tetrachloride 16 1,400 68 5,800 <0.18 <0.18 <0.18 <0.18 <0.18 7.3 <0.18 <0.18 Cyclohexane 20,900* -- 87,600* -- <0.65 <0.65 <0.65 28 <0.65 <0.65 <0.65 <0.65 Ethylbenzene 37 35,000 160 150,000 130 16 <0.11 8.4 36 14 <0.11 30 4-Ethyltoluene -- -- -- -- 46 16 <0.19 <0.19 25 17 <0.19 22 Heptane 1,390* -- 5,840* -- 29 <0.32 <0.32 40 8.3 <0.32 26 6.0 Hexane 2,430* -- 10,200* -- 18 11 <0.38 49 <0.38 <0.38 40 <0.38 Isopropyl alcohol 695* -- 2,920* -- <0.33 <0.33 15 81 <0.33 <0.33 140 <0.33 m&p-Xylene -- 3,500 -- 15,000 490 60 <0.14 24 140 49 <0.14 120 Methyl isobutyl ketone -- 100,000 -- 440,000 21 J 14 J <0.15 <0.15 35 J <0.15 <0.15 34 J o-Xylene -- 3,500 -- 15,000 160 24 <0.11 11 54 22 <0.11 46 Styrene -- 31,000 -- 130,000 11 <0.16 <0.16 <0.16 8.0 <0.16 <0.16 <0.16 Tetrahydrofuran 6,950* -- 29,200* -- 50 <0.17 <0.17 <0.17 23 <0.17 <0.17 24 Tetrachloroethene 15 1,400 67 5,800 180 2,000 E 11 9.9 690 2,500 E 12 140 Toluene -- 10,000 -- 44,000 440 34 8.3 64 140 36 67 91
Trichloroethene 16 70 100 290 18 170 <0.16 28 600 3,500 E 35 58 Trichlorofluoromethane -- -- -- -- 10 11 <0.16 <0.16 <0.16 10 3.4 J <0.16 1,1-Difluoroethane (Leak Check) -- -- -- -- <3.3 97 <3.3 <3.3 <3.3 <3.3 <3.3 <3.3
ADDITIONAL ANALYTES -- -- -- -- ND ND ND ND ND ND ND ND NOTES:
(1) Environmental Screening Levels (ESLs), established by the San Francisco Bay Regional Water Quality Control Board, dated January 2019, Subslab/Soil Gas, Vapor Intrusion; Human Health Risk Levels, Table SG-1 * = EPA Vapor Intrusion Screening Levels (VISLs), Target Sub-Slab and Near-source Soil Gas Concentration, Residential and Commercial Cancer Risk, May 14, 2024. µg/m3 = micrograms per cubic meter
1,1-Difluoroethane = Leak check compound
-- = Not analyzed/not applicable/not established; or omitted based on ND laboratory results <## = Not detected above the method detection limit specified Bold values indicate a detection.
J = Estimated value above the method detection limit and below the reporting limit, as applicable E = The concentration indicated for this analyte is above the calibration range of the instrument. This value should be considered as an estimated concentration.
Analyte concentration exceeds the criteria, as applicable.
Concentration Reported Above Residential Limit
Concentration Reported Above Commercial / Industrial Limit Table 3 - Summary of Soil Gas Sample Analytical Results - VOC Marici - City of Industry BESS - 16233 Gale Avenue
16233 and 16235 Gale Avenue
City of Industry, Los Angeles County, California 91745
ug/m3
SGP-1
Terracon Project No. LA257544C
SGP-4
Volatile Organic Compounds (VOCs) - EPA Method TO-15
Units
Environmental Screening Levels(1)
Residential Commercial/Industrial
J-19
Facilities | Environmental | Geotechnical | Materials
APPENDIX C
PHOTOLOG
J-20
Limited Site Investigation
Marici – City of Industry BESS – 16233 Gale Avenue | 16233 and 16235 Gale Avenue|City of Industry, CA Photo Dates: February 17 – 19, 2025 | Terracon Project No.: LA247544C Photo 1 View of geophysical survey being performed in the vicinity of a marked boring location.
Photo 2 View of ground penetrating radar used during the geophysical survey.
J-21
Photo 3 View of hand augering at SGP-3.
Photo 4 View of drilling operations at location SGP-3.
Limited Site Investigation
Marici – City of Industry BESS – 16233 Gale Avenue | 16233 and 16235 Gale Avenue|City of Industry, CA Photo Dates: February 17 – 19, 2025 | Terracon Project No.: LA247544C J-22
Photo 5 Installation of SGP-1 located on the northern exterior portion of the on-site building.
Photo 6 View of soil gas sampling train.
Limited Site Investigation
Marici – City of Industry BESS – 16233 Gale Avenue | 16233 and 16235 Gale Avenue|City of Industry, CA Photo Dates: February 17 – 19, 2025 | Terracon Project No.: LA247544C J-23
Photo 7 Photo of completed concrete patching at boring location.
Limited Site Investigation
Marici – City of Industry BESS – 16233 Gale Avenue | 16233 and 16235 Gale Avenue|City of Industry, CA Photo Dates: February 17 – 19, 2025 | Terracon Project No.: LA247544C J-24
Facilities | Environmental | Geotechnical | Materials
APPENDIX D
BORING LOGS
J-25
0.3 20.5
CONCRETE
ML - SILT (ML), trace sand, fine grained, brown, no odor, dry, no staining Boring Terminated at 20.5 Feet
0.0 0.0
0.0 0.0
0.0 1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
5 feet bgs in #3
sand
1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
20 feet bgs in
#3 sand
LOCATION See Exhibit A-2
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types; in-situ these transitions may be gradual or may occur at different depths than shown. GRAPHIC LOG THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. ENVIRONMENTAL SMART LOG LA247544C_INDUSTRY BESS_BORING LOGS.GPJ TERRACON_DATATEMPLATE.GDT 2/18/25 16233 and 16235 Gale Avenue
City of Industry, California, 91745
SITE:
Advancement Method:
Direct Push Technology
Abandonment Method:
Boring backfilled with bentonite chips upon completion.
Notes:
Project No.: LA247544C
Drill Rig: Track
Well Started: 02-17-2025
WELL LOG NO. SGP-1
AYPA Power Development LLC
Driller: JHA
Well Completed: 02-17-2025
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field
procedures.
See Appendices for explanation of symbols and
abbreviations.
Austin, Texas
PROJECT: Marici - CIty of Industry BESS - 16233 Gale
Avenue
B-1
MATERIAL DESCRIPTION OVA/PID (ppm) DEPTH (ft)
5 10
15 20 WATER LEVEL OBSERVATIONS SAMPLE TYPE
Well Completion:
INSTALLATION DETAILS
WATER LEVEL OBSERVATIONS
Groundwater not encountered
100
100
100
100
100RECOVERY (%)
Borings converted to temporary soil gas
probes at 5 and 20 feet bgs
J-26
0.3 5.5
CONCRETE
ML - SILT (ML), trace sand, fine grained, brown, no odor, dry, no staining Boring Terminated at 5.5 Feet
0.0 0.0
1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
5 feet bgs in #3
sand
LOCATION See Exhibit A-2
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types; in-situ these transitions may be gradual or may occur at different depths than shown. GRAPHIC LOG THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. ENVIRONMENTAL SMART LOG LA247544C_INDUSTRY BESS_BORING LOGS.GPJ TERRACON_DATATEMPLATE.GDT 2/18/25 16233 and 16235 Gale Avenue
City of Industry, California, 91745
SITE:
Advancement Method:
Direct Push Technology
Abandonment Method:
Boring backfilled with bentonite chips upon completion.
Notes:
Project No.: LA247544C
Drill Rig: Track
Well Started: 02-17-2025
WELL LOG NO. SGP-2
AYPA Power Development LLC
Driller: JHA
Well Completed: 02-17-2025
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field
procedures.
See Appendices for explanation of symbols and
abbreviations.
Austin, Texas
PROJECT: Marici - CIty of Industry BESS - 16233 Gale
Avenue
B-2
MATERIAL DESCRIPTION OVA/PID (ppm) DEPTH (ft)
5 WATER LEVEL OBSERVATIONS SAMPLE TYPE
Well Completion:
INSTALLATION DETAILS
WATER LEVEL OBSERVATIONS
Groundwater not encountered
100
100RECOVERY (%)
Borings converted to temporary soil gas
probes at 5 feet bgs
J-27
0.3 5.5
CONCRETE
ML - SILT (ML), trace sand, fine grained, brown, no odor, dry, no staining Boring Terminated at 5.5 Feet
0.0 0.0
1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
5 feet bgs in #3
sand
LOCATION See Exhibit A-2
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types; in-situ these transitions may be gradual or may occur at different depths than shown. GRAPHIC LOG THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. ENVIRONMENTAL SMART LOG LA247544C_INDUSTRY BESS_BORING LOGS.GPJ TERRACON_DATATEMPLATE.GDT 2/18/25 16233 and 16235 Gale Avenue
City of Industry, California, 91745
SITE:
Advancement Method:
Direct Push Technology
Abandonment Method:
Boring backfilled with bentonite chips upon completion.
Notes:
Project No.: LA247544C
Drill Rig: Track
Well Started: 02-17-2025
WELL LOG NO. SGP-3
AYPA Power Development LLC
Driller: JHA
Well Completed: 02-17-2025
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field
procedures.
See Appendices for explanation of symbols and
abbreviations.
Austin, Texas
PROJECT: Marici - CIty of Industry BESS - 16233 Gale
Avenue
B-3
MATERIAL DESCRIPTION OVA/PID (ppm) DEPTH (ft)
5 WATER LEVEL OBSERVATIONS SAMPLE TYPE
Well Completion:
INSTALLATION DETAILS
WATER LEVEL OBSERVATIONS
Groundwater not encountered
100
100RECOVERY (%)
Borings converted to temporary soil gas
probes at 5 feet bgs
J-28
0.3 20.5
CONCRETE
ML - SILT (ML), trace sand, fine grained, brown, no odor, dry, no staining Boring Terminated at 20.5 Feet
0.0 0.0
0.0 0.0
0.0 1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
5 feet bgs in #3
sand
1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
20 feet bgs in
#3 sand
LOCATION See Exhibit A-2
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types; in-situ these transitions may be gradual or may occur at different depths than shown. GRAPHIC LOG THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. ENVIRONMENTAL SMART LOG LA247544C_INDUSTRY BESS_BORING LOGS.GPJ TERRACON_DATATEMPLATE.GDT 2/18/25 16233 and 16235 Gale Avenue
City of Industry, California, 91745
SITE:
Advancement Method:
Direct Push Technology
Abandonment Method:
Boring backfilled with bentonite chips upon completion.
Notes:
Project No.: LA247544C
Drill Rig: Track
Well Started: 02-17-2025
WELL LOG NO. SGP-4
AYPA Power Development LLC
Driller: JHA
Well Completed: 02-17-2025
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field
procedures.
See Appendices for explanation of symbols and
abbreviations.
Austin, Texas
PROJECT: Marici - CIty of Industry BESS - 16233 Gale
Avenue
B-4
MATERIAL DESCRIPTION OVA/PID (ppm) DEPTH (ft)
5 10
15 20 WATER LEVEL OBSERVATIONS SAMPLE TYPE
Well Completion:
INSTALLATION DETAILS
WATER LEVEL OBSERVATIONS
Groundwater not encountered
100
100
100
100
100RECOVERY (%)
Borings converted to temporary soil gas
probes at 5 and 20 feet bgs
J-29
0.3 5.5
CONCRETE
ML - SILT (ML), trace sand, fine grained, brown, no odor, dry, no staining Boring Terminated at 5.5 Feet
0.0 0.0
1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
5 feet bgs in #3
sand
LOCATION See Exhibit A-2
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types; in-situ these transitions may be gradual or may occur at different depths than shown. GRAPHIC LOG THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. ENVIRONMENTAL SMART LOG LA247544C_INDUSTRY BESS_BORING LOGS.GPJ TERRACON_DATATEMPLATE.GDT 2/18/25 16233 and 16235 Gale Avenue
City of Industry, California, 91745
SITE:
Advancement Method:
Direct Push Technology
Abandonment Method:
Boring backfilled with bentonite chips upon completion.
Notes:
Project No.: LA247544C
Drill Rig: Track
Well Started: 02-17-2025
WELL LOG NO. SGP-5
AYPA Power Development LLC
Driller: JHA
Well Completed: 02-17-2025
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field
procedures.
See Appendices for explanation of symbols and
abbreviations.
Austin, Texas
PROJECT: Marici - CIty of Industry BESS - 16233 Gale
Avenue
B-5
MATERIAL DESCRIPTION OVA/PID (ppm) DEPTH (ft)
5 WATER LEVEL OBSERVATIONS SAMPLE TYPE
Well Completion:
INSTALLATION DETAILS
WATER LEVEL OBSERVATIONS
Groundwater not encountered
100
100RECOVERY (%)
Borings converted to temporary soil gas
probes at 5 feet bgs
J-30
0.3 5.5
CONCRETE
ML - SILT (ML), trace sand, fine grained, brown, no odor, dry, no staining Boring Terminated at 5.5 Feet
0.0 0.0
1/4" - inch outer
diameter
Nylaflow tubing
with Hydrated
Bentonite Seal
Probe tip set at
5 feet bgs in #3
sand
LOCATION See Exhibit A-2
DEPTH
The stratification lines represent the approximate transition between differing soil types and/or rock types; in-situ these transitions may be gradual or may occur at different depths than shown. GRAPHIC LOG THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. ENVIRONMENTAL SMART LOG LA247544C_INDUSTRY BESS_BORING LOGS.GPJ TERRACON_DATATEMPLATE.GDT 2/18/25 16233 and 16235 Gale Avenue
City of Industry, California, 91745
SITE:
Advancement Method:
Direct Push Technology
Abandonment Method:
Boring backfilled with bentonite chips upon completion.
Notes:
Project No.: LA247544C
Drill Rig: Track
Well Started: 02-17-2025
WELL LOG NO. SGP-6
AYPA Power Development LLC
Driller: JHA
Well Completed: 02-17-2025
Exhibit:
See Appendices for description of laboratory
procedures and additional data (if any).
CLIENT:
See Appendices for description of field
procedures.
See Appendices for explanation of symbols and
abbreviations.
Austin, Texas
PROJECT: Marici - CIty of Industry BESS - 16233 Gale
Avenue
B-6
MATERIAL DESCRIPTION OVA/PID (ppm) DEPTH (ft)
5 WATER LEVEL OBSERVATIONS SAMPLE TYPE
Well Completion:
INSTALLATION DETAILS
WATER LEVEL OBSERVATIONS
Groundwater not encountered
100
100RECOVERY (%)
Borings converted to temporary soil gas
probes at 5 feet bgs
J-31
Facilities | Environmental | Geotechnical | Materials
APPENDIX E
SAMPLING FIELD LOG
J-32
Project Number: Marici - City of Industry BESS - 16233 Gale Avenue Site Address: 16233 and 16235 Gale Avenue Client: Aypa Power Development LLC. Sampler : JM &A.P
Soil Gas Sampling Log
Date Initial
Temp
Canister Serial
Number
Flow
Controller
Serial
Number
Gauge
Serial
Number
Sample
Analysis
Initial
Field
Vacuum
Time
Canister
Opened
Final
Temp
Final
Canister
Vacuum
Time
Canister
Closed
Time of
Sample
Collection
ShutinTest
Passed
Purging
Completed PID Comments
°F (Lab's Can #) (in. Hg) °F (in. Hg) (closed valve) ppmv SGP-1-5 2/17/2025 70 0188 8512 8512 TO-15 -30 14:28 70 -5 14:35 14:35 X X 0.0 -- SGP-1-20 2/17/2025 70 0184 8682 8682 TO-15 -30 15:09 70 -5 15:16 15:16 X X 0.0 -- SGP-2-5 2/19/2025 75 0467 8742 8742 TO-15 -30 08:09 75 -5 08:18 08:18 X X 0.0 -- SGP-3-5 2/19/2025 75 0040 8742 8742 TO-15 -30 09:57 75 -5 10:06 10:06 X X 0.0 -- SGP-4-5 2/17/2025 70 0191 8555 8555 TO-15 -30 15:57 70 -5 16:04 16:04 X X 0.0 -- SGP-4-20 2/17/2025 70 0478 8703 8703 TO-15 -30 15:44 70 -5 15:51 15:51 X X 0.0 -- SGP-5-5 2/19/2025 75 0033 8742 8742 TO-15 -30 10:32 75 -5 10:42 10:42 X X 0.0 -- SGP-6-5 2/17/2025 70 0189 8691 8691 TO-15 -30 16:24 70 -5 16:30 16:30 X X 0.0 -- Notes: Purge Volumes
(PV) 1PV 3PV
Initial summa canister vacuum should be -28 to -30 inches of Hg. Do not use canister if initial vacuum is -27 inches of Hg or less. 6" Subslab 18 mL 55mL in Hg = inches of mercury 5' Soil Gas 264 mL 791 mL
inWC = inches of water column 10' Soil Gas 288 mL 863 mL If over 10in Hg not a good sample 20' Soil Gas 336 mL 1009 mL Leak check = approximately 7.35 in Hg (or 100inWC) for 1 minute *Purge volume calculated include tubing with sand pack ( assuming 30% porosity)
0.40 SCFH = 188.78 mL/min *Standard purge time = 3PV / flow rate 129 mL
1845 mL
2015 mL
2353 mL
Sample ID
Background Data Sample Set Up Sample Collection
7PV
J-33
Facilities | Environmental | Geotechnical | Materials
APPENDIX F
ANALYTICAL REPORTS AND CHAIN-OF-CUSTODY
FORMS
J-34
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J-35
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