Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials 29 impacts can include damages due to vibration, modification of groundwater/surface water flow during construction, foundation movement due to undermining or subsidence from excavation, as well as noise or air quality concerns. Evaluation of these items on nearby properties are commonly associated with contractor means and methods and are not addressed in this report. The owner and contractor should consider a preconstruction/precondition survey of surrounding development. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing.
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Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
Figures
Contents:
GeoModel
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D-35
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
Attachments
D-36
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
Exploration and Testing Procedures
Field Exploration
Number of Borings Approximate Boring
Depth (feet) Location
3 26.5 Proposed BESS Area
1 51.5 Proposed BESS Area
3 5 to 10 Proposed BESS Area
Boring Layout and Elevations: Terracon personnel provided the boring layout using handheld GPS equipment (estimated horizontal accuracy of about ±10 feet) and referencing existing site features. Approximate ground surface elevations were estimated using Google Earth. If elevations and a more precise boring layout are desired, we recommend borings be surveyed.
Subsurface Exploration Procedures: We advanced the borings with a truck-mounted drill rig using continuous hollow stem flight. Four samples were obtained in the upper 10 feet of each boring and at intervals of 5 feet thereafter. Test samples were collected during drilling in general accordance with the appropriate ASTM methods using Standard Penetration Testing (SPT) and sampling using either standard split-spoon or Modified California samplers. A sampling spoon was driven into the ground by a 140 pound automatic hammer falling a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18 inch penetration was recorded as the Standard Penetration Test (SPT) resistance value, also referred to as Nvalues. The N-values are indicated on the boring logs at the test depths. The samples were placed in appropriate containers, taken to our soil laboratory for testing, and classified by a geotechnical engineer.
For safety purposes, all borings were backfilled with auger cuttings and grout after their completion.
We also observed the boreholes while drilling and at the completion of drilling for the presence of groundwater. Groundwater was encountered in borings B-2, B-3 and B-4.
The sampling depths, penetration distances, and other sampling information was recorded on the field boring logs. The samples were placed in appropriate containers and taken to our soil laboratory for testing and classification by a Geotechnical Engineer. Our exploration team prepared field boring logs as part of the drilling operations. These field logs included visual classifications of the materials observed during drilling and our interpretation of the subsurface conditions between samples. Final boring logs were prepared from the field logs. The final boring logs represent the Geotechnical Engineer's D-37
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory.
Electrical Resistivity Testing: Soil electrical resistivity data was be obtained in accordance with ASTM G57 Standard Test Method for Field Measurement of Soil Resistivity Using the Wenner Four-Electrode Method. At the test locations, two near perpendicular lines was tested. The tests in the proposed locations included feet. Spacings 18, 30, 40, 50, 70, 100, and 150 feet were also proposed on the second test (ER-2). However, these spacings were omitted due to site constraints from nearby buildings and walls.
Electrode spacing was adjusted to conform to site conditions.
No. of Test Locations (feet) 1 Planned Location
2 1, 2, 3, 6, 10, 18, 30, 40,
50, 70 and 100 feet Proposed BESS Areas
Laboratory Testing
The project engineer reviewed the field data and assigned laboratory tests. The laboratory testing program included the following types of tests:
Moisture Content
Dry Unit Weight
Atterberg Limits
Modified Proctor
Swell Consolidation Test
Direct Shear
Corrosivity
Thermal Resistivity
The laboratory testing program often included examination of soil samples by an engineer. Based on the results of our field and laboratory programs, we described and classified the soil samples in accordance with the Unified Soil Classification System.
D-38
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
Site Location and Exploration Plans
Contents:
Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.
D-39
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and outside the table please leave that alone. Limit editing to inside the table.
Site Location
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS D-40
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and outside the table please leave that alone. Limit editing to inside the table.
Exploration Plan
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS LEGEND
Approximate Boring Locations
Approximate Electrical Resistivity Locations
Approximate Percolation Test Location
D-41
Exploration and Laboratory Results
Contents:
Boring Logs (B-1 through B-4 and P-1 through P-3)
Atterberg Limits
Compaction Graph
Swell Consolidation Test Graph
Direct Shear Graph
Electrical Resistivity Results
Note: All attachments are one page unless noted above.
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D-43
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D-46
D-47
D-48
D-49
D-50
D-51
D-52
D-53
ABI Properties BESS
Gale Ave and Ward Way | City of Industry, CA 145 W Walnut St.
Terracon Project No.: LA245225 Gardena, CA
USCS d (pcf) W(%)
CL 107 17.8
680
Direct Shear Test
ASTM D3080
1080
1896
2700
Peak Ultimate
C (psf) C (psf)
27.0 780 27.0
1000
Boring ID
Peak Shear Stress
(psf)
Ultimate Shear
Stress
(psf)
Normal Stress
(psf)
Depth (ft)
B-4 2.5
Description
Lean Clay with Sand
2000
4000
1152
1992
2736
0 500
1000
1500
2000
2500
3000
0 500 1000 1500 2000 2500 3000 3500 4000 4500
Normal Stress (psf)
Peak Ultimate Peak Ultimate
D-54
902 Industrial Way
Lodi, California 95240
(209) 367-3701
Client
Date Tested:
Bulk
B-3
1-5
7.26 0.003
<0.001
0.001
+122
188
2,300
Reviewed By: Paula Arends
Paula Arends
pH Analysis, ASTM G 51
Water Soluble Sulfate (SO4), ASTM D516 (%)
Sulfides, AWWA 4500-S2- D, (mg/kg)
Red-Ox, ASTM G 200, (mV)
Saturated Minimum Resistivity, ASTM G 57,
(ohm-cm)
Chlorides, AWWA 4500-CL-
E (%)
Aypa Power Development LLC ABI Properties BESS
Sample Location
Total Salts, AWWA 2520 B, (mg/kg)
Sample Depth (ft.)
Project Number: LA245225
The tests were performed in general accordance with applicable ASTM and AWWA test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Sample Submitted By: LA 1/23/2025
Results of Corrosion Analysis
Laboratory Manager
Project
Sample Type
D-55
FIELD ELECTRICAL RESISTIVITY TEST DATA
ABI Properties BESS | City of Industry, California
Terracon Project No. LA245225
Array Loc.
Instrument Weather
Serial # Ground Cond.
Calib. Due Tested By
Test Date Method
Notes &
Conflicts
Apparent resistivity is calculated as :
Measured
Resistance R
Apparent
Resistivity
Measured
Resistance R
Apparent
Resistivity
1 30 2 5 81 15,890 84 16,600
2 61 2 5 13 4,980 14 5,270
3 91 2 5 6.2 3,540 2.6 1,520
6 183 2 5 4.0 4,620 1.1 1,260
10 305 2 5 6.6 12,650
18 549 2 5 0.52 1,810
30 914 3 8 0.72 4,120
40 1219 3 8 0.20 1,570
50 1524 3 8 0.24 2,330
70 2134 6 15 0.15 1,990
100 3048 6 15 0.13 2,440
150 4572 6 15 0.052 1,500
#N/A
Electrode Spacing a Electrode Depth b N-S Test E-W Test July 25, 2025 AT/NP
Sunny
SS0603179 Concrete and asphalt
1.0 10.0
100.0
1,000.0
10,000.0
100,000.0
1 10 100 1000 10000
Electrode Spacing a (cm)
Apparent resistivity vs a spacing
=
4 1 +
+ 4 +
D-56
FIELD ELECTRICAL RESISTIVITY TEST DATA
ABI Properties BESS | City of Industry, California
Terracon Project No. LA245225
Array Loc.
Instrument Weather
Serial # Ground Cond.
Calib. Due Tested By
Test Date Method
Notes &
Conflicts
Apparent resistivity is calculated as :
Measured
Resistance R
Apparent
Resistivity
Measured
Resistance R
Apparent
Resistivity
1 30 2 5 7.8 1,530 10 1,920
2 61 2 5 3.8 1,480 4.8 1,860
3 91 2 5 2.8 1,590 3.6 2,040
6 183 2 5 1.6 1,790 1.7 1,970
10 305 2 5 1.0 1,940 1.0 1,900
18 549 2 5 1.6 5,560
30 914 3 8 0.51 2,920
40 1219 3 8 0.39 2,980
50 1524 3 8 0.32 3,070
70 2134 6 15
100 3048 6 15
150 4572 6 15
#N/A
July 25, 2025 AT/NP
Sunny
SS0603179 Concrete and asphalt
Electrode Spacing a Electrode Depth b N-S Test E-W Test
1.0 10.0
100.0
1,000.0
10,000.0
1 10 100 1000 10000
Electrode Spacing a (cm)
Apparent resistivity vs a spacing
=
4 1 +
+ 4 +
D-57
Supporting Information
Contents:
Shaft Analyses (2 pages)
Liquefaction Analysis (22 pages)
Thermal Resistivity Report (2 pages)
General Notes
Unified Soil Classification System
Note: All attachments are one page unless noted above.
D-58
Depth (ft)
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Dia=2 ft
Dia=2.5 ft
Dia=3 ft
Dia=3.5 ft
Dia=4 ft
Dia=4.5 ft
Dia=5 ft
Side Resistance/F.S. (tons)
Allowable Skin Friction
D-59
Depth (ft)
0 20 40 60 80 100 120 140 160 180 200 220
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Dia=2 ft
Dia=2.5 ft
Dia=3 ft
Dia=3.5 ft
Dia=4 ft
Dia=4.5 ft
Dia=5 ft
Total Resistance/F.S. (tons)
Allowable Downward Capacity
D-60
************************************************************************************ *******************
LIQUEFACTION ANALYSIS SUMMARY
Copyright by CivilTech Software
www.civiltech.com
************************************************************************************ *******************
Font: Courier New, Regular, Size 8 is recommended for this report.
Licensed to , 2/7/2025 8:25:32 PM
Input File Name: C:\Users\toaguilar\OneDrive - Terracon Consultants Inc\Desktop\LA245225 ABI Properties BESS B-2.liq
Title: ABI Properties BESS
Subtitle:
Surface Elev.=345
Hole No.=B-2
Depth of Hole= 51.50 ft
Water Table during Earthquake= 12.00 ft
Water Table during In-Situ Testing= 12.00 ft
Max. Acceleration= 0.85 g
Earthquake Magnitude= 6.77
Input Data:
Surface Elev.=345
Hole No.=B-2
Depth of Hole=51.50 ft
Water Table during Earthquake= 12.00 ft
Water Table during In-Situ Testing= 12.00 ft
Max. Acceleration=0.85 g
Earthquake Magnitude=6.77
No-Liquefiable Soils: CL, OL are Non-Liq. Soil
1. SPT or BPT Calculation.
2. Settlement Analysis Method: Tokimatsu/Seed
3. Fines Correction for Liquefaction: Modify Stark/Olson
4. Fine Correction for Settlement: During Liquefaction*
5. Settlement Calculation in: All zones*
6. Hammer Energy Ratio, Ce = 1.25
7. Borehole Diameter, Cb= 1.15
8. Sampling Method, Cs= 1.2
9. User request factor of safety (apply to CSR) , User= 1.3 Plot two CSR (fs1=1, fs2=User)
10. Use Curve Smoothing: Yes*
* Recommended Options
In-Situ Test Data:
D-61
Depth SPT gamma Fines
ft pcf %
____________________________________
2.50 32.00 125.00 NoLiq
5.00 25.00 125.00 NoLiq
7.50 39.00 125.00 NoLiq
10.00 31.00 125.00 NoLiq
15.00 30.00 120.00 NoLiq
20.00 23.00 120.00 NoLiq
24.00 28.00 120.00 30.00
30.00 34.00 120.00 NoLiq
34.00 32.00 120.00 NoLiq
40.00 19.00 120.00 6.00
45.00 18.00 120.00 10.00
50.00 19.00 120.00 NoLiq
____________________________________
Output Results:
Settlement of Saturated Sands=0.91 in.
Settlement of Unsaturated Sands=0.00 in.
Total Settlement of Saturated and Unsaturated Sands=0.91 in.
Differential Settlement=0.457 to 0.604 in.
Depth CRRm CSRfs F.S. S_sat. S_dry S_all
ft in. in. in.
_______________________________________________________
2.50 2.00 0.55 5.00 0.91 0.00 0.91
2.55 2.00 0.55 5.00 0.91 0.00 0.91
2.60 2.00 0.55 5.00 0.91 0.00 0.91
2.65 2.00 0.55 5.00 0.91 0.00 0.91
2.70 2.00 0.55 5.00 0.91 0.00 0.91
2.75 2.00 0.55 5.00 0.91 0.00 0.91
2.80 2.00 0.55 5.00 0.91 0.00 0.91
2.85 2.00 0.55 5.00 0.91 0.00 0.91
2.90 2.00 0.55 5.00 0.91 0.00 0.91
2.95 2.00 0.55 5.00 0.91 0.00 0.91
3.00 2.00 0.55 5.00 0.91 0.00 0.91
3.05 2.00 0.55 5.00 0.91 0.00 0.91
3.10 2.00 0.55 5.00 0.91 0.00 0.91
3.15 2.00 0.55 5.00 0.91 0.00 0.91
3.20 2.00 0.55 5.00 0.91 0.00 0.91
3.25 2.00 0.55 5.00 0.91 0.00 0.91
3.30 2.00 0.55 5.00 0.91 0.00 0.91
3.35 2.00 0.55 5.00 0.91 0.00 0.91
3.40 2.00 0.55 5.00 0.91 0.00 0.91
3.45 2.00 0.55 5.00 0.91 0.00 0.91
3.50 2.00 0.55 5.00 0.91 0.00 0.91
3.55 2.00 0.55 5.00 0.91 0.00 0.91
3.60 2.00 0.55 5.00 0.91 0.00 0.91
3.65 2.00 0.55 5.00 0.91 0.00 0.91
D-62
3.70 2.00 0.55 5.00 0.91 0.00 0.91
3.75 2.00 0.55 5.00 0.91 0.00 0.91
3.80 2.00 0.55 5.00 0.91 0.00 0.91
3.85 2.00 0.55 5.00 0.91 0.00 0.91
3.90 2.00 0.55 5.00 0.91 0.00 0.91
3.95 2.00 0.55 5.00 0.91 0.00 0.91
4.00 2.00 0.55 5.00 0.91 0.00 0.91
4.05 2.00 0.55 5.00 0.91 0.00 0.91
4.10 2.00 0.55 5.00 0.91 0.00 0.91
4.15 2.00 0.55 5.00 0.91 0.00 0.91
4.20 2.00 0.55 5.00 0.91 0.00 0.91
4.25 2.00 0.55 5.00 0.91 0.00 0.91
4.30 2.00 0.55 5.00 0.91 0.00 0.91
4.35 2.00 0.55 5.00 0.91 0.00 0.91
4.40 2.00 0.55 5.00 0.91 0.00 0.91
4.45 2.00 0.55 5.00 0.91 0.00 0.91
4.50 2.00 0.55 5.00 0.91 0.00 0.91
4.55 2.00 0.55 5.00 0.91 0.00 0.91
4.60 2.00 0.55 5.00 0.91 0.00 0.91
4.65 2.00 0.55 5.00 0.91 0.00 0.91
4.70 2.00 0.55 5.00 0.91 0.00 0.91
4.75 2.00 0.55 5.00 0.91 0.00 0.91
4.80 2.00 0.55 5.00 0.91 0.00 0.91
4.85 2.00 0.55 5.00 0.91 0.00 0.91
4.90 2.00 0.55 5.00 0.91 0.00 0.91
4.95 2.00 0.55 5.00 0.91 0.00 0.91
5.00 2.00 0.55 5.00 0.91 0.00 0.91
5.05 2.00 0.55 5.00 0.91 0.00 0.91
5.10 2.00 0.55 5.00 0.91 0.00 0.91
5.15 2.00 0.55 5.00 0.91 0.00 0.91
5.20 2.00 0.55 5.00 0.91 0.00 0.91
5.25 2.00 0.55 5.00 0.91 0.00 0.91
5.30 2.00 0.55 5.00 0.91 0.00 0.91
5.35 2.00 0.55 5.00 0.91 0.00 0.91
5.40 2.00 0.55 5.00 0.91 0.00 0.91
5.45 2.00 0.55 5.00 0.91 0.00 0.91
5.50 2.00 0.55 5.00 0.91 0.00 0.91
5.55 2.00 0.55 5.00 0.91 0.00 0.91
5.60 2.00 0.55 5.00 0.91 0.00 0.91
5.65 2.00 0.55 5.00 0.91 0.00 0.91
5.70 2.00 0.55 5.00 0.91 0.00 0.91
5.75 2.00 0.55 5.00 0.91 0.00 0.91
5.80 2.00 0.55 5.00 0.91 0.00 0.91
5.85 2.00 0.55 5.00 0.91 0.00 0.91
5.90 2.00 0.55 5.00 0.91 0.00 0.91
5.95 2.00 0.55 5.00 0.91 0.00 0.91
6.00 2.00 0.55 5.00 0.91 0.00 0.91
6.05 2.00 0.55 5.00 0.91 0.00 0.91
6.10 2.00 0.55 5.00 0.91 0.00 0.91
6.15 2.00 0.55 5.00 0.91 0.00 0.91
D-63
6.20 2.00 0.55 5.00 0.91 0.00 0.91
6.25 2.00 0.55 5.00 0.91 0.00 0.91
6.30 2.00 0.55 5.00 0.91 0.00 0.91
6.35 2.00 0.55 5.00 0.91 0.00 0.91
6.40 2.00 0.55 5.00 0.91 0.00 0.91
6.45 2.00 0.55 5.00 0.91 0.00 0.91
6.50 2.00 0.55 5.00 0.91 0.00 0.91
6.55 2.00 0.55 5.00 0.91 0.00 0.91
6.60 2.00 0.55 5.00 0.91 0.00 0.91
6.65 2.00 0.55 5.00 0.91 0.00 0.91
6.70 2.00 0.55 5.00 0.91 0.00 0.91
6.75 2.00 0.55 5.00 0.91 0.00 0.91
6.80 2.00 0.55 5.00 0.91 0.00 0.91
6.85 2.00 0.55 5.00 0.91 0.00 0.91
6.90 2.00 0.55 5.00 0.91 0.00 0.91
6.95 2.00 0.55 5.00 0.91 0.00 0.91
7.00 2.00 0.55 5.00 0.91 0.00 0.91
7.05 2.00 0.55 5.00 0.91 0.00 0.91
7.10 2.00 0.55 5.00 0.91 0.00 0.91
7.15 2.00 0.55 5.00 0.91 0.00 0.91
7.20 2.00 0.55 5.00 0.91 0.00 0.91
7.25 2.00 0.55 5.00 0.91 0.00 0.91
7.30 2.00 0.55 5.00 0.91 0.00 0.91
7.35 2.00 0.55 5.00 0.91 0.00 0.91
7.40 2.00 0.55 5.00 0.91 0.00 0.91
7.45 2.00 0.55 5.00 0.91 0.00 0.91
7.50 2.00 0.55 5.00 0.91 0.00 0.91
7.55 2.00 0.55 5.00 0.91 0.00 0.91
7.60 2.00 0.55 5.00 0.91 0.00 0.91
7.65 2.00 0.55 5.00 0.91 0.00 0.91
7.70 2.00 0.55 5.00 0.91 0.00 0.91
7.75 2.00 0.55 5.00 0.91 0.00 0.91
7.80 2.00 0.55 5.00 0.91 0.00 0.91
7.85 2.00 0.54 5.00 0.91 0.00 0.91
7.90 2.00 0.54 5.00 0.91 0.00 0.91
7.95 2.00 0.54 5.00 0.91 0.00 0.91
8.00 2.00 0.54 5.00 0.91 0.00 0.91
8.05 2.00 0.54 5.00 0.91 0.00 0.91
8.10 2.00 0.54 5.00 0.91 0.00 0.91
8.15 2.00 0.54 5.00 0.91 0.00 0.91
8.20 2.00 0.54 5.00 0.91 0.00 0.91
8.25 2.00 0.54 5.00 0.91 0.00 0.91
8.30 2.00 0.54 5.00 0.91 0.00 0.91
8.35 2.00 0.54 5.00 0.91 0.00 0.91
8.40 2.00 0.54 5.00 0.91 0.00 0.91
8.45 2.00 0.54 5.00 0.91 0.00 0.91
8.50 2.00 0.54 5.00 0.91 0.00 0.91
8.55 2.00 0.54 5.00 0.91 0.00 0.91
8.60 2.00 0.54 5.00 0.91 0.00 0.91
8.65 2.00 0.54 5.00 0.91 0.00 0.91
D-64
8.70 2.00 0.54 5.00 0.91 0.00 0.91
8.75 2.00 0.54 5.00 0.91 0.00 0.91
8.80 2.00 0.54 5.00 0.91 0.00 0.91
8.85 2.00 0.54 5.00 0.91 0.00 0.91
8.90 2.00 0.54 5.00 0.91 0.00 0.91
8.95 2.00 0.54 5.00 0.91 0.00 0.91
9.00 2.00 0.54 5.00 0.91 0.00 0.91
9.05 2.00 0.54 5.00 0.91 0.00 0.91
9.10 2.00 0.54 5.00 0.91 0.00 0.91
9.15 2.00 0.54 5.00 0.91 0.00 0.91
9.20 2.00 0.54 5.00 0.91 0.00 0.91
9.25 2.00 0.54 5.00 0.91 0.00 0.91
9.30 2.00 0.54 5.00 0.91 0.00 0.91
9.35 2.00 0.54 5.00 0.91 0.00 0.91
9.40 2.00 0.54 5.00 0.91 0.00 0.91
9.45 2.00 0.54 5.00 0.91 0.00 0.91
9.50 2.00 0.54 5.00 0.91 0.00 0.91
9.55 2.00 0.54 5.00 0.91 0.00 0.91
9.60 2.00 0.54 5.00 0.91 0.00 0.91
9.65 2.00 0.54 5.00 0.91 0.00 0.91
9.70 2.00 0.54 5.00 0.91 0.00 0.91
9.75 2.00 0.54 5.00 0.91 0.00 0.91
9.80 2.00 0.54 5.00 0.91 0.00 0.91
9.85 2.00 0.54 5.00 0.91 0.00 0.91
9.90 2.00 0.54 5.00 0.91 0.00 0.91
9.95 2.00 0.54 5.00 0.91 0.00 0.91
10.00 2.00 0.54 5.00 0.91 0.00 0.91
10.05 2.00 0.54 5.00 0.91 0.00 0.91
10.10 2.00 0.54 5.00 0.91 0.00 0.91
10.15 2.00 0.54 5.00 0.91 0.00 0.91
10.20 2.00 0.54 5.00 0.91 0.00 0.91
10.25 2.00 0.54 5.00 0.91 0.00 0.91
10.30 2.00 0.54 5.00 0.91 0.00 0.91
10.35 2.00 0.54 5.00 0.91 0.00 0.91
10.40 2.00 0.54 5.00 0.91 0.00 0.91
10.45 2.00 0.54 5.00 0.91 0.00 0.91
10.50 2.00 0.54 5.00 0.91 0.00 0.91
10.55 2.00 0.54 5.00 0.91 0.00 0.91
10.60 2.00 0.54 5.00 0.91 0.00 0.91
10.65 2.00 0.54 5.00 0.91 0.00 0.91
10.70 2.00 0.54 5.00 0.91 0.00 0.91
10.75 2.00 0.54 5.00 0.91 0.00 0.91
10.80 2.00 0.54 5.00 0.91 0.00 0.91
10.85 2.00 0.54 5.00 0.91 0.00 0.91
10.90 2.00 0.54 5.00 0.91 0.00 0.91
10.95 2.00 0.54 5.00 0.91 0.00 0.91
11.00 2.00 0.54 5.00 0.91 0.00 0.91
11.05 2.00 0.54 5.00 0.91 0.00 0.91
11.10 2.00 0.54 5.00 0.91 0.00 0.91
11.15 2.00 0.54 5.00 0.91 0.00 0.91
D-65
11.20 2.00 0.54 5.00 0.91 0.00 0.91
11.25 2.00 0.54 5.00 0.91 0.00 0.91
11.30 2.00 0.54 5.00 0.91 0.00 0.91
11.35 2.00 0.54 5.00 0.91 0.00 0.91
11.40 2.00 0.54 5.00 0.91 0.00 0.91
11.45 2.00 0.54 5.00 0.91 0.00 0.91
11.50 2.00 0.54 5.00 0.91 0.00 0.91
11.55 2.00 0.54 5.00 0.91 0.00 0.91
11.60 2.00 0.54 5.00 0.91 0.00 0.91
11.65 2.00 0.54 5.00 0.91 0.00 0.91
11.70 2.00 0.54 5.00 0.91 0.00 0.91
11.75 2.00 0.54 5.00 0.91 0.00 0.91
11.80 2.00 0.54 5.00 0.91 0.00 0.91
11.85 2.00 0.54 5.00 0.91 0.00 0.91
11.90 2.00 0.54 5.00 0.91 0.00 0.91
11.95 2.00 0.54 5.00 0.91 0.00 0.91
12.00 2.00 0.54 5.00 0.91 0.00 0.91
12.05 2.00 0.54 5.00 0.91 0.00 0.91
12.10 2.00 0.54 5.00 0.91 0.00 0.91
12.15 2.00 0.54 5.00 0.91 0.00 0.91
12.20 2.00 0.54 5.00 0.91 0.00 0.91
12.25 2.00 0.54 5.00 0.91 0.00 0.91
12.30 2.00 0.55 5.00 0.91 0.00 0.91
12.35 2.00 0.55 5.00 0.91 0.00 0.91
12.40 2.00 0.55 5.00 0.91 0.00 0.91
12.45 2.00 0.55 5.00 0.91 0.00 0.91
12.50 2.00 0.55 5.00 0.91 0.00 0.91
12.55 2.00 0.55 5.00 0.91 0.00 0.91
12.60 2.00 0.55 5.00 0.91 0.00 0.91
12.65 2.00 0.55 5.00 0.91 0.00 0.91
12.70 2.00 0.55 5.00 0.91 0.00 0.91
12.75 2.00 0.55 5.00 0.91 0.00 0.91
12.80 2.00 0.56 5.00 0.91 0.00 0.91
12.85 2.00 0.56 5.00 0.91 0.00 0.91
12.90 2.00 0.56 5.00 0.91 0.00 0.91
12.95 2.00 0.56 5.00 0.91 0.00 0.91
13.00 2.00 0.56 5.00 0.91 0.00 0.91
13.05 2.00 0.56 5.00 0.91 0.00 0.91
13.10 2.00 0.56 5.00 0.91 0.00 0.91
13.15 2.00 0.56 5.00 0.91 0.00 0.91
13.20 2.00 0.56 5.00 0.91 0.00 0.91
13.25 2.00 0.56 5.00 0.91 0.00 0.91
13.30 2.00 0.57 5.00 0.91 0.00 0.91
13.35 2.00 0.57 5.00 0.91 0.00 0.91
13.40 2.00 0.57 5.00 0.91 0.00 0.91
13.45 2.00 0.57 5.00 0.91 0.00 0.91
13.50 2.00 0.57 5.00 0.91 0.00 0.91
13.55 2.00 0.57 5.00 0.91 0.00 0.91
13.60 2.00 0.57 5.00 0.91 0.00 0.91
13.65 2.00 0.57 5.00 0.91 0.00 0.91
D-66
13.70 2.00 0.57 5.00 0.91 0.00 0.91
13.75 2.00 0.57 5.00 0.91 0.00 0.91
13.80 2.00 0.57 5.00 0.91 0.00 0.91
13.85 2.00 0.58 5.00 0.91 0.00 0.91
13.90 2.00 0.58 5.00 0.91 0.00 0.91
13.95 2.00 0.58 5.00 0.91 0.00 0.91
14.00 2.00 0.58 5.00 0.91 0.00 0.91
14.05 2.00 0.58 5.00 0.91 0.00 0.91
14.10 2.00 0.58 5.00 0.91 0.00 0.91
14.15 2.00 0.58 5.00 0.91 0.00 0.91
14.20 2.00 0.58 5.00 0.91 0.00 0.91
14.25 2.00 0.58 5.00 0.91 0.00 0.91
14.30 2.00 0.58 5.00 0.91 0.00 0.91
14.35 2.00 0.58 5.00 0.91 0.00 0.91
14.40 2.00 0.59 5.00 0.91 0.00 0.91
14.45 2.00 0.59 5.00 0.91 0.00 0.91
14.50 2.00 0.59 5.00 0.91 0.00 0.91
14.55 2.00 0.59 5.00 0.91 0.00 0.91
14.60 2.00 0.59 5.00 0.91 0.00 0.91
14.65 2.00 0.59 5.00 0.91 0.00 0.91
14.70 2.00 0.59 5.00 0.91 0.00 0.91
14.75 2.00 0.59 5.00 0.91 0.00 0.91
14.80 2.00 0.59 5.00 0.91 0.00 0.91
14.85 2.00 0.59 5.00 0.91 0.00 0.91
14.90 2.00 0.59 5.00 0.91 0.00 0.91
14.95 2.00 0.59 5.00 0.91 0.00 0.91
15.00 2.00 0.60 5.00 0.91 0.00 0.91
15.05 2.00 0.60 5.00 0.91 0.00 0.91
15.10 2.00 0.60 5.00 0.91 0.00 0.91
15.15 2.00 0.60 5.00 0.91 0.00 0.91
15.20 2.00 0.60 5.00 0.91 0.00 0.91
15.25 2.00 0.60 5.00 0.91 0.00 0.91
15.30 2.00 0.60 5.00 0.91 0.00 0.91
15.35 2.00 0.60 5.00 0.91 0.00 0.91
15.40 2.00 0.60 5.00 0.91 0.00 0.91
15.45 2.00 0.60 5.00 0.91 0.00 0.91
15.50 2.00 0.60 5.00 0.91 0.00 0.91
15.55 2.00 0.60 5.00 0.91 0.00 0.91
15.60 2.00 0.61 5.00 0.91 0.00 0.91
15.65 2.00 0.61 5.00 0.91 0.00 0.91
15.70 2.00 0.61 5.00 0.91 0.00 0.91
15.75 2.00 0.61 5.00 0.91 0.00 0.91
15.80 2.00 0.61 5.00 0.91 0.00 0.91
15.85 2.00 0.61 5.00 0.91 0.00 0.91
15.90 2.00 0.61 5.00 0.91 0.00 0.91
15.95 2.00 0.61 5.00 0.91 0.00 0.91
16.00 2.00 0.61 5.00 0.91 0.00 0.91
16.05 2.00 0.61 5.00 0.91 0.00 0.91
16.10 2.00 0.61 5.00 0.91 0.00 0.91
16.15 2.00 0.61 5.00 0.91 0.00 0.91
D-67
16.20 2.00 0.61 5.00 0.91 0.00 0.91
16.25 2.00 0.62 5.00 0.91 0.00 0.91
16.30 2.00 0.62 5.00 0.91 0.00 0.91
16.35 2.00 0.62 5.00 0.91 0.00 0.91
16.40 2.00 0.62 5.00 0.91 0.00 0.91
16.45 2.00 0.62 5.00 0.91 0.00 0.91
16.50 2.00 0.62 5.00 0.91 0.00 0.91
16.55 2.00 0.62 5.00 0.91 0.00 0.91
16.60 2.00 0.62 5.00 0.91 0.00 0.91
16.65 2.00 0.62 5.00 0.91 0.00 0.91
16.70 2.00 0.62 5.00 0.91 0.00 0.91
16.75 2.00 0.62 5.00 0.91 0.00 0.91
16.80 2.00 0.62 5.00 0.91 0.00 0.91
16.85 2.00 0.62 5.00 0.91 0.00 0.91
16.90 2.00 0.62 5.00 0.91 0.00 0.91
16.95 2.00 0.63 5.00 0.91 0.00 0.91
17.00 2.00 0.63 5.00 0.91 0.00 0.91
17.05 2.00 0.63 5.00 0.91 0.00 0.91
17.10 2.00 0.63 5.00 0.91 0.00 0.91
17.15 2.00 0.63 5.00 0.91 0.00 0.91
17.20 2.00 0.63 5.00 0.91 0.00 0.91
17.25 2.00 0.63 5.00 0.91 0.00 0.91
17.30 2.00 0.63 5.00 0.91 0.00 0.91
17.35 2.00 0.63 5.00 0.91 0.00 0.91
17.40 2.00 0.63 5.00 0.91 0.00 0.91
17.45 2.00 0.63 5.00 0.91 0.00 0.91
17.50 2.00 0.63 5.00 0.91 0.00 0.91
17.55 2.00 0.63 5.00 0.91 0.00 0.91
17.60 2.00 0.63 5.00 0.91 0.00 0.91
17.65 2.00 0.63 5.00 0.91 0.00 0.91
17.70 2.00 0.64 5.00 0.91 0.00 0.91
17.75 2.00 0.64 5.00 0.91 0.00 0.91
17.80 2.00 0.64 5.00 0.91 0.00 0.91
17.85 2.00 0.64 5.00 0.91 0.00 0.91
17.90 2.00 0.64 5.00 0.91 0.00 0.91
17.95 2.00 0.64 5.00 0.91 0.00 0.91
18.00 2.00 0.64 5.00 0.91 0.00 0.91
18.05 2.00 0.64 5.00 0.91 0.00 0.91
18.10 2.00 0.64 5.00 0.91 0.00 0.91
18.15 2.00 0.64 5.00 0.91 0.00 0.91
18.20 2.00 0.64 5.00 0.91 0.00 0.91
18.25 2.00 0.64 5.00 0.91 0.00 0.91
18.30 2.00 0.64 5.00 0.91 0.00 0.91
18.35 2.00 0.64 5.00 0.91 0.00 0.91
18.40 2.00 0.64 5.00 0.91 0.00 0.91
18.45 2.00 0.65 5.00 0.91 0.00 0.91
18.50 2.00 0.65 5.00 0.91 0.00 0.91
18.55 2.00 0.65 5.00 0.91 0.00 0.91
18.60 2.00 0.65 5.00 0.91 0.00 0.91
18.65 2.00 0.65 5.00 0.91 0.00 0.91
D-68
18.70 2.00 0.65 5.00 0.91 0.00 0.91
18.75 2.00 0.65 5.00 0.91 0.00 0.91
18.80 2.00 0.65 5.00 0.91 0.00 0.91
18.85 2.00 0.65 5.00 0.91 0.00 0.91
18.90 2.00 0.65 5.00 0.91 0.00 0.91
18.95 2.00 0.65 5.00 0.91 0.00 0.91
19.00 2.00 0.65 5.00 0.91 0.00 0.91
19.05 2.00 0.65 5.00 0.91 0.00 0.91
19.10 2.00 0.65 5.00 0.91 0.00 0.91
19.15 2.00 0.65 5.00 0.91 0.00 0.91
19.20 2.00 0.65 5.00 0.91 0.00 0.91
19.25 2.00 0.66 5.00 0.91 0.00 0.91
19.30 2.00 0.66 5.00 0.91 0.00 0.91
19.35 2.00 0.66 5.00 0.91 0.00 0.91
19.40 2.00 0.66 5.00 0.91 0.00 0.91
19.45 2.00 0.66 5.00 0.91 0.00 0.91
19.50 2.00 0.66 5.00 0.91 0.00 0.91
19.55 2.00 0.66 5.00 0.91 0.00 0.91
19.60 2.00 0.66 5.00 0.91 0.00 0.91
19.65 2.00 0.66 5.00 0.91 0.00 0.91
19.70 2.00 0.66 5.00 0.91 0.00 0.91
19.75 2.00 0.66 5.00 0.91 0.00 0.91
19.80 2.00 0.66 5.00 0.91 0.00 0.91
19.85 2.00 0.66 5.00 0.91 0.00 0.91
19.90 2.00 0.66 5.00 0.91 0.00 0.91
19.95 2.00 0.66 5.00 0.91 0.00 0.91
20.00 2.00 0.66 5.00 0.91 0.00 0.91
20.05 0.65 0.66 0.98* 0.91 0.00 0.91
20.10 0.65 0.66 0.98* 0.91 0.00 0.91
20.15 0.65 0.67 0.98* 0.91 0.00 0.91
20.20 0.65 0.67 0.98* 0.91 0.00 0.91
20.25 0.65 0.67 0.97* 0.91 0.00 0.91
20.30 0.65 0.67 0.97* 0.91 0.00 0.91
20.35 0.65 0.67 0.97* 0.91 0.00 0.91
20.40 0.65 0.67 0.97* 0.91 0.00 0.91
20.45 0.65 0.67 0.97* 0.91 0.00 0.91
20.50 0.65 0.67 0.97* 0.91 0.00 0.91
20.55 0.65 0.67 0.97* 0.91 0.00 0.91
20.60 0.65 0.67 0.97* 0.91 0.00 0.91
20.65 0.65 0.67 0.97* 0.91 0.00 0.91
20.70 0.65 0.67 0.97* 0.91 0.00 0.91
20.75 0.65 0.67 0.97* 0.91 0.00 0.91
20.80 0.65 0.67 0.97* 0.91 0.00 0.91
20.85 0.65 0.67 0.97* 0.91 0.00 0.91
20.90 0.65 0.67 0.96* 0.91 0.00 0.91
20.95 0.65 0.67 0.96* 0.91 0.00 0.91
21.00 0.65 0.67 0.96* 0.91 0.00 0.91
21.05 0.65 0.68 0.96* 0.91 0.00 0.91
21.10 0.65 0.68 0.96* 0.91 0.00 0.91
21.15 0.65 0.68 0.96* 0.91 0.00 0.91
D-69
21.20 0.65 0.68 0.96* 0.91 0.00 0.91
21.25 0.65 0.68 0.96* 0.91 0.00 0.91
21.30 0.65 0.68 0.96* 0.91 0.00 0.91
21.35 0.65 0.68 0.96* 0.91 0.00 0.91
21.40 0.65 0.68 0.96* 0.91 0.00 0.91
21.45 0.65 0.68 0.96* 0.91 0.00 0.91
21.50 0.65 0.68 0.96* 0.91 0.00 0.91
21.55 0.65 0.68 0.95* 0.91 0.00 0.91
21.60 0.65 0.68 0.95* 0.91 0.00 0.91
21.65 0.65 0.68 0.95* 0.91 0.00 0.91
21.70 0.65 0.68 0.95* 0.91 0.00 0.91
21.75 0.65 0.68 0.95* 0.91 0.00 0.91
21.80 0.65 0.68 0.95* 0.91 0.00 0.91
21.85 0.65 0.68 0.95* 0.91 0.00 0.91
21.90 0.65 0.68 0.95* 0.91 0.00 0.91
21.95 0.65 0.68 0.95* 0.91 0.00 0.91
22.00 0.65 0.68 0.95* 0.91 0.00 0.91
22.05 0.65 0.69 0.95* 0.91 0.00 0.91
22.10 0.65 0.69 0.95* 0.91 0.00 0.91
22.15 0.65 0.69 0.95* 0.91 0.00 0.91
22.20 0.65 0.69 0.95* 0.91 0.00 0.91
22.25 0.65 0.69 0.95* 0.91 0.00 0.91
22.30 0.65 0.69 0.94* 0.91 0.00 0.91
22.35 0.65 0.69 0.94* 0.91 0.00 0.91
22.40 0.65 0.69 0.94* 0.91 0.00 0.91
22.45 0.65 0.69 0.94* 0.91 0.00 0.91
22.50 0.65 0.69 0.94* 0.91 0.00 0.91
22.55 0.65 0.69 0.94* 0.91 0.00 0.91
22.60 0.65 0.69 0.94* 0.91 0.00 0.91
22.65 0.65 0.69 0.94* 0.91 0.00 0.91
22.70 0.65 0.69 0.94* 0.91 0.00 0.91
22.75 0.65 0.69 0.94* 0.91 0.00 0.91
22.80 0.65 0.69 0.94* 0.91 0.00 0.91
22.85 0.65 0.69 0.94* 0.91 0.00 0.91
22.90 0.65 0.69 0.94* 0.91 0.00 0.91
22.95 0.65 0.69 0.94* 0.91 0.00 0.91
23.00 0.65 0.69 0.94* 0.91 0.00 0.91
23.05 0.65 0.69 0.94* 0.91 0.00 0.91
23.10 0.65 0.70 0.93* 0.91 0.00 0.91
23.15 0.65 0.70 0.93* 0.91 0.00 0.91
23.20 0.65 0.70 0.93* 0.91 0.00 0.91
23.25 0.65 0.70 0.93* 0.91 0.00 0.91
23.30 0.65 0.70 0.93* 0.91 0.00 0.91
23.35 0.65 0.70 0.93* 0.91 0.00 0.91
23.40 0.65 0.70 0.93* 0.91 0.00 0.91
23.45 0.65 0.70 0.93* 0.91 0.00 0.91
23.50 0.65 0.70 0.93* 0.91 0.00 0.91
23.55 0.65 0.70 0.93* 0.91 0.00 0.91
23.60 0.65 0.70 0.93* 0.91 0.00 0.91
23.65 0.65 0.70 0.93* 0.91 0.00 0.91
D-70
23.70 0.65 0.70 0.93* 0.91 0.00 0.91
23.75 0.65 0.70 0.93* 0.91 0.00 0.91
23.80 0.65 0.70 0.93* 0.91 0.00 0.91
23.85 0.65 0.70 0.93* 0.91 0.00 0.91
23.90 0.65 0.70 0.93* 0.91 0.00 0.91
23.95 0.65 0.70 0.92* 0.91 0.00 0.91
24.00 0.65 0.70 0.92* 0.91 0.00 0.91
24.05 0.65 0.70 0.92* 0.91 0.00 0.91
24.10 0.65 0.70 0.92* 0.91 0.00 0.91
24.15 0.65 0.70 0.92* 0.91 0.00 0.91
24.20 0.65 0.70 0.92* 0.91 0.00 0.91
24.25 0.65 0.71 0.92* 0.91 0.00 0.91
24.30 0.65 0.71 0.92* 0.91 0.00 0.91
24.35 0.65 0.71 0.92* 0.91 0.00 0.91
24.40 0.65 0.71 0.92* 0.91 0.00 0.91
24.45 0.65 0.71 0.92* 0.91 0.00 0.91
24.50 0.65 0.71 0.92* 0.91 0.00 0.91
24.55 0.65 0.71 0.92* 0.91 0.00 0.91
24.60 0.65 0.71 0.92* 0.91 0.00 0.91
24.65 0.65 0.71 0.92* 0.91 0.00 0.91
24.70 0.65 0.71 0.92* 0.91 0.00 0.91
24.75 0.65 0.71 0.92* 0.91 0.00 0.91
24.80 0.65 0.71 0.92* 0.91 0.00 0.91
24.85 0.65 0.71 0.92* 0.91 0.00 0.91
24.90 0.65 0.71 0.91* 0.91 0.00 0.91
24.95 0.65 0.71 0.91* 0.91 0.00 0.91
25.00 0.65 0.71 0.91* 0.91 0.00 0.91
25.05 0.65 0.71 0.91* 0.91 0.00 0.91
25.10 0.65 0.71 0.91* 0.91 0.00 0.91
25.15 0.65 0.71 0.91* 0.91 0.00 0.91
25.20 0.65 0.71 0.91* 0.91 0.00 0.91
25.25 0.65 0.71 0.91* 0.91 0.00 0.91
25.30 0.65 0.71 0.91* 0.91 0.00 0.91
25.35 0.65 0.71 0.91* 0.91 0.00 0.91
25.40 0.65 0.71 0.91* 0.91 0.00 0.91
25.45 0.65 0.71 0.91* 0.91 0.00 0.91
25.50 0.65 0.71 0.91* 0.91 0.00 0.91
25.55 0.65 0.72 0.91* 0.91 0.00 0.91
25.60 0.65 0.72 0.91* 0.91 0.00 0.91
25.65 0.65 0.72 0.91* 0.91 0.00 0.91
25.70 0.65 0.72 0.91* 0.91 0.00 0.91
25.75 0.65 0.72 0.91* 0.91 0.00 0.91
25.80 0.65 0.72 0.91* 0.91 0.00 0.91
25.85 0.65 0.72 0.91* 0.91 0.00 0.91
25.90 0.65 0.72 0.90* 0.91 0.00 0.91
25.95 0.65 0.72 0.90* 0.91 0.00 0.91
26.00 0.65 0.72 0.90* 0.91 0.00 0.91
26.05 0.65 0.72 0.90* 0.91 0.00 0.91
26.10 0.65 0.72 0.90* 0.91 0.00 0.91
26.15 0.65 0.72 0.90* 0.91 0.00 0.91
D-71
26.20 0.65 0.72 0.90* 0.91 0.00 0.91
26.25 0.65 0.72 0.90* 0.91 0.00 0.91
26.30 0.65 0.72 0.90* 0.91 0.00 0.91
26.35 0.65 0.72 0.90* 0.91 0.00 0.91
26.40 0.65 0.72 0.90* 0.91 0.00 0.91
26.45 0.65 0.72 0.90* 0.91 0.00 0.91
26.50 0.65 0.72 0.90* 0.91 0.00 0.91
26.55 0.65 0.72 0.90* 0.91 0.00 0.91
26.60 0.65 0.72 0.90* 0.91 0.00 0.91
26.65 0.65 0.72 0.90* 0.91 0.00 0.91
26.70 0.65 0.72 0.90* 0.91 0.00 0.91
26.75 0.65 0.72 0.90* 0.91 0.00 0.91
26.80 0.65 0.72 0.90* 0.91 0.00 0.91
26.85 0.65 0.72 0.90* 0.91 0.00 0.91
26.90 0.65 0.73 0.90* 0.91 0.00 0.91
26.95 0.65 0.73 0.90* 0.91 0.00 0.91
27.00 0.65 0.73 0.89* 0.91 0.00 0.91
27.05 0.65 0.73 0.89* 0.91 0.00 0.91
27.10 0.65 0.73 0.89* 0.91 0.00 0.91
27.15 0.65 0.73 0.89* 0.91 0.00 0.91
27.20 0.65 0.73 0.89* 0.91 0.00 0.91
27.25 0.65 0.73 0.89* 0.91 0.00 0.91
27.30 0.65 0.73 0.89* 0.91 0.00 0.91
27.35 0.65 0.73 0.89* 0.91 0.00 0.91
27.40 0.65 0.73 0.89* 0.91 0.00 0.91
27.45 0.65 0.73 0.89* 0.91 0.00 0.91
27.50 0.65 0.73 0.89* 0.91 0.00 0.91
27.55 0.65 0.73 0.89* 0.91 0.00 0.91
27.60 0.65 0.73 0.89* 0.91 0.00 0.91
27.65 0.65 0.73 0.89* 0.91 0.00 0.91
27.70 0.65 0.73 0.89* 0.91 0.00 0.91
27.75 0.65 0.73 0.89* 0.91 0.00 0.91
27.80 0.65 0.73 0.89* 0.91 0.00 0.91
27.85 0.65 0.73 0.89* 0.91 0.00 0.91
27.90 0.65 0.73 0.89* 0.91 0.00 0.91
27.95 0.65 0.73 0.89* 0.91 0.00 0.91
28.00 0.65 0.73 0.89* 0.91 0.00 0.91
28.05 0.65 0.73 0.89* 0.91 0.00 0.91
28.10 0.65 0.73 0.89* 0.91 0.00 0.91
28.15 0.65 0.73 0.89* 0.91 0.00 0.91
28.20 0.65 0.73 0.89* 0.91 0.00 0.91
28.25 0.65 0.73 0.88* 0.91 0.00 0.91
28.30 0.65 0.73 0.88* 0.91 0.00 0.91
28.35 0.65 0.73 0.88* 0.91 0.00 0.91
28.40 0.65 0.74 0.88* 0.91 0.00 0.91
28.45 0.65 0.74 0.88* 0.91 0.00 0.91
28.50 0.65 0.74 0.88* 0.91 0.00 0.91
28.55 0.65 0.74 0.88* 0.91 0.00 0.91
28.60 0.65 0.74 0.88* 0.91 0.00 0.91
28.65 0.65 0.74 0.88* 0.91 0.00 0.91
D-72
28.70 0.65 0.74 0.88* 0.91 0.00 0.91
28.75 0.65 0.74 0.88* 0.91 0.00 0.91
28.80 0.65 0.74 0.88* 0.91 0.00 0.91
28.85 0.65 0.74 0.88* 0.91 0.00 0.91
28.90 0.65 0.74 0.88* 0.91 0.00 0.91
28.95 0.65 0.74 0.88* 0.91 0.00 0.91
29.00 0.65 0.74 0.88* 0.91 0.00 0.91
29.05 0.65 0.74 0.88* 0.91 0.00 0.91
29.10 0.65 0.74 0.88* 0.91 0.00 0.91
29.15 0.65 0.74 0.88* 0.91 0.00 0.91
29.20 0.65 0.74 0.88* 0.91 0.00 0.91
29.25 0.65 0.74 0.88* 0.91 0.00 0.91
29.30 0.65 0.74 0.88* 0.91 0.00 0.91
29.35 0.65 0.74 0.88* 0.91 0.00 0.91
29.40 0.65 0.74 0.88* 0.91 0.00 0.91
29.45 0.65 0.74 0.88* 0.91 0.00 0.91
29.50 0.65 0.74 0.88* 0.91 0.00 0.91
29.55 0.65 0.74 0.88* 0.91 0.00 0.91
29.60 0.65 0.74 0.88* 0.91 0.00 0.91
29.65 0.65 0.74 0.87* 0.91 0.00 0.91
29.70 0.65 0.74 0.87* 0.91 0.00 0.91
29.75 0.65 0.74 0.87* 0.91 0.00 0.91
29.80 0.65 0.74 0.87* 0.91 0.00 0.91
29.85 0.65 0.74 0.87* 0.91 0.00 0.91
29.90 0.65 0.74 0.87* 0.91 0.00 0.91
29.95 0.65 0.74 0.87* 0.91 0.00 0.91
30.00 0.65 0.74 0.87* 0.91 0.00 0.91
30.05 2.00 0.74 5.00 0.91 0.00 0.91
30.10 2.00 0.74 5.00 0.91 0.00 0.91
30.15 2.00 0.74 5.00 0.91 0.00 0.91
30.20 2.00 0.74 5.00 0.91 0.00 0.91
30.25 2.00 0.74 5.00 0.91 0.00 0.91
30.30 2.00 0.74 5.00 0.91 0.00 0.91
30.35 2.00 0.74 5.00 0.91 0.00 0.91
30.40 2.00 0.74 5.00 0.91 0.00 0.91
30.45 2.00 0.74 5.00 0.91 0.00 0.91
30.50 2.00 0.74 5.00 0.91 0.00 0.91
30.55 2.00 0.74 5.00 0.91 0.00 0.91
30.60 2.00 0.74 5.00 0.91 0.00 0.91
30.65 2.00 0.75 5.00 0.91 0.00 0.91
30.70 2.00 0.75 5.00 0.91 0.00 0.91
30.75 2.00 0.75 5.00 0.91 0.00 0.91
30.80 2.00 0.75 5.00 0.91 0.00 0.91
30.85 2.00 0.75 5.00 0.91 0.00 0.91
30.90 2.00 0.75 5.00 0.91 0.00 0.91
30.95 2.00 0.75 5.00 0.91 0.00 0.91
31.00 2.00 0.75 5.00 0.91 0.00 0.91
31.05 2.00 0.75 5.00 0.91 0.00 0.91
31.10 2.00 0.75 5.00 0.91 0.00 0.91
31.15 2.00 0.75 5.00 0.91 0.00 0.91
D-73
31.20 2.00 0.75 5.00 0.91 0.00 0.91
31.25 2.00 0.75 5.00 0.91 0.00 0.91
31.30 2.00 0.75 5.00 0.91 0.00 0.91
31.35 2.00 0.75 5.00 0.91 0.00 0.91
31.40 2.00 0.75 5.00 0.91 0.00 0.91
31.45 2.00 0.75 5.00 0.91 0.00 0.91
31.50 2.00 0.75 5.00 0.91 0.00 0.91
31.55 2.00 0.75 5.00 0.91 0.00 0.91
31.60 2.00 0.75 5.00 0.91 0.00 0.91
31.65 2.00 0.75 5.00 0.91 0.00 0.91
31.70 2.00 0.75 5.00 0.91 0.00 0.91
31.75 2.00 0.75 5.00 0.91 0.00 0.91
31.80 2.00 0.75 5.00 0.91 0.00 0.91
31.85 2.00 0.75 5.00 0.91 0.00 0.91
31.90 2.00 0.75 5.00 0.91 0.00 0.91
31.95 2.00 0.75 5.00 0.91 0.00 0.91
32.00 2.00 0.75 5.00 0.91 0.00 0.91
32.05 2.00 0.75 5.00 0.91 0.00 0.91
32.10 2.00 0.75 5.00 0.91 0.00 0.91
32.15 2.00 0.75 5.00 0.91 0.00 0.91
32.20 2.00 0.75 5.00 0.91 0.00 0.91
32.25 2.00 0.75 5.00 0.91 0.00 0.91
32.30 2.00 0.75 5.00 0.91 0.00 0.91
32.35 2.00 0.75 5.00 0.91 0.00 0.91
32.40 2.00 0.75 5.00 0.91 0.00 0.91
32.45 2.00 0.75 5.00 0.91 0.00 0.91
32.50 2.00 0.75 5.00 0.91 0.00 0.91
32.55 2.00 0.75 5.00 0.91 0.00 0.91
32.60 2.00 0.75 5.00 0.91 0.00 0.91
32.65 2.00 0.75 5.00 0.91 0.00 0.91
32.70 2.00 0.75 5.00 0.91 0.00 0.91
32.75 2.00 0.75 5.00 0.91 0.00 0.91
32.80 2.00 0.75 5.00 0.91 0.00 0.91
32.85 2.00 0.75 5.00 0.91 0.00 0.91
32.90 2.00 0.75 5.00 0.91 0.00 0.91
32.95 2.00 0.75 5.00 0.91 0.00 0.91
33.00 2.00 0.75 5.00 0.91 0.00 0.91
33.05 2.00 0.75 5.00 0.91 0.00 0.91
33.10 2.00 0.75 5.00 0.91 0.00 0.91
33.15 2.00 0.75 5.00 0.91 0.00 0.91
33.20 2.00 0.75 5.00 0.91 0.00 0.91
33.25 2.00 0.75 5.00 0.91 0.00 0.91
33.30 2.00 0.75 5.00 0.91 0.00 0.91
33.35 2.00 0.75 5.00 0.91 0.00 0.91
33.40 2.00 0.75 5.00 0.91 0.00 0.91
33.45 2.00 0.75 5.00 0.91 0.00 0.91
33.50 2.00 0.75 5.00 0.91 0.00 0.91
33.55 2.00 0.75 5.00 0.91 0.00 0.91
33.60 2.00 0.75 5.00 0.91 0.00 0.91
33.65 2.00 0.75 5.00 0.91 0.00 0.91
D-74
33.70 2.00 0.75 5.00 0.91 0.00 0.91
33.75 2.00 0.75 5.00 0.91 0.00 0.91
33.80 2.00 0.75 5.00 0.91 0.00 0.91
33.85 2.00 0.75 5.00 0.91 0.00 0.91
33.90 2.00 0.75 5.00 0.91 0.00 0.91
33.95 2.00 0.75 5.00 0.91 0.00 0.91
34.00 2.00 0.74 5.00 0.91 0.00 0.91
34.05 0.65 0.74 0.87* 0.91 0.00 0.91
34.10 0.65 0.74 0.87* 0.91 0.00 0.91
34.15 0.65 0.74 0.87* 0.91 0.00 0.91
34.20 0.65 0.74 0.87* 0.91 0.00 0.91
34.25 0.65 0.74 0.87* 0.91 0.00 0.91
34.30 0.65 0.74 0.87* 0.91 0.00 0.91
34.35 0.65 0.74 0.87* 0.91 0.00 0.91
34.40 0.65 0.74 0.87* 0.91 0.00 0.91
34.45 0.65 0.74 0.87* 0.91 0.00 0.91
34.50 0.65 0.74 0.87* 0.91 0.00 0.91
34.55 0.65 0.74 0.87* 0.91 0.00 0.91
34.60 0.65 0.74 0.87* 0.91 0.00 0.91
34.65 0.65 0.74 0.87* 0.91 0.00 0.91
34.70 0.65 0.74 0.87* 0.91 0.00 0.91
34.75 0.65 0.74 0.87* 0.91 0.00 0.91
34.80 0.65 0.74 0.87* 0.91 0.00 0.91
34.85 0.65 0.74 0.87* 0.91 0.00 0.91
34.90 0.65 0.74 0.87* 0.91 0.00 0.91
34.95 0.65 0.74 0.87* 0.91 0.00 0.91
35.00 0.65 0.74 0.87* 0.91 0.00 0.91
35.05 0.65 0.74 0.87* 0.91 0.00 0.91
35.10 0.65 0.74 0.87* 0.91 0.00 0.91
35.15 0.65 0.74 0.87* 0.91 0.00 0.91
35.20 0.65 0.74 0.87* 0.91 0.00 0.91
35.25 0.65 0.74 0.87* 0.91 0.00 0.91
35.30 0.65 0.74 0.87* 0.91 0.00 0.91
35.35 0.65 0.74 0.87* 0.91 0.00 0.91
35.40 0.65 0.74 0.87* 0.91 0.00 0.91
35.45 0.65 0.74 0.87* 0.91 0.00 0.91
35.50 0.65 0.74 0.87* 0.91 0.00 0.91
35.55 0.65 0.74 0.87* 0.91 0.00 0.91
35.60 0.65 0.74 0.87* 0.91 0.00 0.91
35.65 0.65 0.74 0.87* 0.91 0.00 0.91
35.70 0.65 0.74 0.87* 0.91 0.00 0.91
35.75 0.65 0.74 0.87* 0.91 0.00 0.91
35.80 0.65 0.74 0.87* 0.91 0.00 0.91
35.85 0.65 0.74 0.87* 0.91 0.00 0.91
35.90 0.65 0.74 0.87* 0.91 0.00 0.91
35.95 0.65 0.74 0.87* 0.91 0.00 0.91
36.00 0.65 0.74 0.87* 0.91 0.00 0.91
36.05 0.65 0.74 0.87* 0.91 0.00 0.91
36.10 0.65 0.74 0.87* 0.91 0.00 0.91
36.15 0.65 0.74 0.87* 0.91 0.00 0.91
D-75
36.20 0.65 0.74 0.87* 0.91 0.00 0.91
36.25 0.65 0.74 0.87* 0.91 0.00 0.91
36.30 0.65 0.74 0.87* 0.91 0.00 0.91
36.35 0.65 0.74 0.87* 0.91 0.00 0.91
36.40 0.65 0.74 0.88* 0.91 0.00 0.91
36.45 0.65 0.74 0.88* 0.91 0.00 0.91
36.50 0.65 0.74 0.88* 0.91 0.00 0.91
36.55 0.65 0.74 0.88* 0.91 0.00 0.91
36.60 0.65 0.74 0.88* 0.91 0.00 0.91
36.65 0.65 0.74 0.88* 0.91 0.00 0.91
36.70 0.65 0.74 0.88* 0.91 0.00 0.91
36.75 0.65 0.74 0.88* 0.91 0.00 0.91
36.80 0.65 0.74 0.88* 0.91 0.00 0.91
36.85 0.65 0.74 0.88* 0.91 0.00 0.91
36.90 0.65 0.74 0.88* 0.91 0.00 0.91
36.95 0.65 0.74 0.88* 0.91 0.00 0.91
37.00 0.65 0.74 0.88* 0.91 0.00 0.91
37.05 0.65 0.74 0.88* 0.91 0.00 0.91
37.10 0.65 0.74 0.88* 0.91 0.00 0.91
37.15 0.65 0.74 0.88* 0.91 0.00 0.91
37.20 0.65 0.74 0.88* 0.91 0.00 0.91
37.25 0.65 0.74 0.88* 0.91 0.00 0.91
37.30 0.65 0.74 0.88* 0.91 0.00 0.91
37.35 0.65 0.74 0.88* 0.91 0.00 0.91
37.40 0.65 0.74 0.88* 0.91 0.00 0.91
37.45 0.65 0.74 0.88* 0.91 0.00 0.91
37.50 0.65 0.74 0.88* 0.91 0.00 0.91
37.55 0.65 0.74 0.88* 0.91 0.00 0.91
37.60 0.65 0.74 0.88* 0.91 0.00 0.91
37.65 0.65 0.74 0.88* 0.91 0.00 0.91
37.70 0.65 0.74 0.88* 0.91 0.00 0.91
37.75 0.65 0.74 0.88* 0.91 0.00 0.91
37.80 0.65 0.74 0.88* 0.91 0.00 0.91
37.85 0.65 0.74 0.88* 0.91 0.00 0.91
37.90 0.65 0.74 0.88* 0.91 0.00 0.91
37.95 0.65 0.74 0.88* 0.91 0.00 0.91
38.00 0.65 0.74 0.88* 0.91 0.00 0.91
38.05 0.65 0.74 0.88* 0.91 0.00 0.91
38.10 0.65 0.74 0.88* 0.91 0.00 0.91
38.15 0.65 0.74 0.88* 0.91 0.00 0.91
38.20 0.65 0.74 0.88* 0.91 0.00 0.91
38.25 0.65 0.74 0.88* 0.91 0.00 0.91
38.30 0.65 0.74 0.88* 0.91 0.00 0.91
38.35 0.65 0.74 0.88* 0.91 0.00 0.91
38.40 0.65 0.74 0.88* 0.91 0.00 0.91
38.45 0.65 0.74 0.88* 0.91 0.00 0.91
38.50 0.65 0.74 0.88* 0.91 0.00 0.91
38.55 0.65 0.74 0.88* 0.91 0.00 0.91
38.60 0.65 0.74 0.88* 0.91 0.00 0.91
38.65 0.65 0.74 0.88* 0.91 0.00 0.91
D-76
38.70 0.65 0.74 0.88* 0.91 0.00 0.91
38.75 0.65 0.74 0.88* 0.91 0.00 0.91
38.80 0.65 0.74 0.88* 0.91 0.00 0.91
38.85 0.65 0.74 0.88* 0.91 0.00 0.91
38.90 0.65 0.74 0.88* 0.91 0.00 0.91
38.95 0.65 0.74 0.88* 0.91 0.00 0.91
39.00 0.65 0.74 0.88* 0.91 0.00 0.91
39.05 0.65 0.74 0.88* 0.91 0.00 0.91
39.10 0.65 0.74 0.88* 0.91 0.00 0.91
39.15 0.65 0.74 0.88* 0.91 0.00 0.91
39.20 0.65 0.74 0.88* 0.91 0.00 0.91
39.25 0.65 0.74 0.88* 0.90 0.00 0.90
39.30 0.65 0.74 0.88* 0.90 0.00 0.90
39.35 0.65 0.74 0.88* 0.90 0.00 0.90
39.40 0.65 0.74 0.88* 0.90 0.00 0.90
39.45 0.65 0.74 0.88* 0.89 0.00 0.89
39.50 0.65 0.74 0.88* 0.89 0.00 0.89
39.55 0.65 0.74 0.88* 0.88 0.00 0.88
39.60 0.64 0.74 0.87* 0.88 0.00 0.88
39.65 0.55 0.74 0.74* 0.88 0.00 0.88
39.70 0.51 0.74 0.70* 0.87 0.00 0.87
39.75 0.49 0.74 0.66* 0.87 0.00 0.87
39.80 0.47 0.74 0.64* 0.86 0.00 0.86
39.85 0.46 0.74 0.62* 0.86 0.00 0.86
39.90 0.44 0.74 0.60* 0.85 0.00 0.85
39.95 0.43 0.74 0.59* 0.84 0.00 0.84
40.00 0.42 0.74 0.57* 0.84 0.00 0.84
40.05 0.42 0.74 0.57* 0.83 0.00 0.83
40.10 0.42 0.73 0.57* 0.83 0.00 0.83
40.15 0.42 0.73 0.57* 0.82 0.00 0.82
40.20 0.42 0.73 0.57* 0.81 0.00 0.81
40.25 0.42 0.73 0.57* 0.81 0.00 0.81
40.30 0.42 0.73 0.57* 0.80 0.00 0.80
40.35 0.42 0.73 0.57* 0.79 0.00 0.79
40.40 0.42 0.73 0.57* 0.79 0.00 0.79
40.45 0.42 0.73 0.57* 0.78 0.00 0.78
40.50 0.42 0.73 0.57* 0.77 0.00 0.77
40.55 0.42 0.73 0.57* 0.77 0.00 0.77
40.60 0.42 0.73 0.57* 0.76 0.00 0.76
40.65 0.42 0.73 0.57* 0.76 0.00 0.76
40.70 0.42 0.73 0.57* 0.75 0.00 0.75
40.75 0.42 0.73 0.57* 0.74 0.00 0.74
40.80 0.41 0.73 0.57* 0.74 0.00 0.74
40.85 0.41 0.73 0.57* 0.73 0.00 0.73
40.90 0.41 0.73 0.56* 0.72 0.00 0.72
40.95 0.41 0.73 0.56* 0.72 0.00 0.72
41.00 0.41 0.73 0.56* 0.71 0.00 0.71
41.05 0.41 0.73 0.56* 0.70 0.00 0.70
41.10 0.41 0.73 0.56* 0.70 0.00 0.70
41.15 0.41 0.73 0.56* 0.69 0.00 0.69
D-77
41.20 0.41 0.73 0.56* 0.69 0.00 0.69
41.25 0.41 0.73 0.56* 0.68 0.00 0.68
41.30 0.41 0.73 0.56* 0.67 0.00 0.67
41.35 0.41 0.73 0.56* 0.67 0.00 0.67
41.40 0.41 0.73 0.56* 0.66 0.00 0.66
41.45 0.41 0.73 0.56* 0.65 0.00 0.65
41.50 0.41 0.73 0.56* 0.65 0.00 0.65
41.55 0.41 0.73 0.56* 0.64 0.00 0.64
41.60 0.41 0.73 0.56* 0.63 0.00 0.63
41.65 0.41 0.73 0.56* 0.63 0.00 0.63
41.70 0.41 0.73 0.56* 0.62 0.00 0.62
41.75 0.41 0.73 0.56* 0.61 0.00 0.61
41.80 0.41 0.73 0.56* 0.61 0.00 0.61
41.85 0.41 0.73 0.56* 0.60 0.00 0.60
41.90 0.41 0.73 0.55* 0.59 0.00 0.59
41.95 0.40 0.73 0.55* 0.59 0.00 0.59
42.00 0.40 0.73 0.55* 0.58 0.00 0.58
42.05 0.40 0.73 0.55* 0.57 0.00 0.57
42.10 0.40 0.73 0.55* 0.57 0.00 0.57
42.15 0.40 0.73 0.55* 0.56 0.00 0.56
42.20 0.40 0.73 0.55* 0.56 0.00 0.56
42.25 0.40 0.73 0.55* 0.55 0.00 0.55
42.30 0.40 0.73 0.55* 0.54 0.00 0.54
42.35 0.40 0.73 0.55* 0.54 0.00 0.54
42.40 0.40 0.73 0.55* 0.53 0.00 0.53
42.45 0.40 0.73 0.55* 0.52 0.00 0.52
42.50 0.40 0.73 0.55* 0.52 0.00 0.52
42.55 0.40 0.73 0.55* 0.51 0.00 0.51
42.60 0.40 0.73 0.55* 0.50 0.00 0.50
42.65 0.40 0.73 0.55* 0.50 0.00 0.50
42.70 0.40 0.73 0.55* 0.49 0.00 0.49
42.75 0.40 0.73 0.55* 0.48 0.00 0.48
42.80 0.40 0.73 0.55* 0.48 0.00 0.48
42.85 0.40 0.73 0.55* 0.47 0.00 0.47
42.90 0.40 0.73 0.55* 0.46 0.00 0.46
42.95 0.40 0.73 0.55* 0.46 0.00 0.46
43.00 0.40 0.73 0.55* 0.45 0.00 0.45
43.05 0.40 0.73 0.55* 0.44 0.00 0.44
43.10 0.40 0.73 0.55* 0.44 0.00 0.44
43.15 0.40 0.73 0.55* 0.43 0.00 0.43
43.20 0.40 0.73 0.55* 0.42 0.00 0.42
43.25 0.40 0.73 0.55* 0.42 0.00 0.42
43.30 0.40 0.73 0.55* 0.41 0.00 0.41
43.35 0.40 0.73 0.54* 0.40 0.00 0.40
43.40 0.39 0.73 0.54* 0.40 0.00 0.40
43.45 0.39 0.73 0.54* 0.39 0.00 0.39
43.50 0.39 0.72 0.54* 0.38 0.00 0.38
43.55 0.39 0.72 0.54* 0.38 0.00 0.38
43.60 0.39 0.72 0.54* 0.37 0.00 0.37
43.65 0.39 0.72 0.54* 0.36 0.00 0.36
D-78
43.70 0.39 0.72 0.54* 0.36 0.00 0.36
43.75 0.39 0.72 0.54* 0.35 0.00 0.35
43.80 0.39 0.72 0.54* 0.34 0.00 0.34
43.85 0.39 0.72 0.54* 0.34 0.00 0.34
43.90 0.39 0.72 0.54* 0.33 0.00 0.33
43.95 0.39 0.72 0.54* 0.32 0.00 0.32
44.00 0.39 0.72 0.54* 0.32 0.00 0.32
44.05 0.39 0.72 0.54* 0.31 0.00 0.31
44.10 0.39 0.72 0.54* 0.30 0.00 0.30
44.15 0.39 0.72 0.54* 0.29 0.00 0.29
44.20 0.39 0.72 0.54* 0.29 0.00 0.29
44.25 0.39 0.72 0.54* 0.28 0.00 0.28
44.30 0.39 0.72 0.54* 0.27 0.00 0.27
44.35 0.39 0.72 0.54* 0.27 0.00 0.27
44.40 0.39 0.72 0.54* 0.26 0.00 0.26
44.45 0.39 0.72 0.53* 0.25 0.00 0.25
44.50 0.39 0.72 0.53* 0.25 0.00 0.25
44.55 0.39 0.72 0.53* 0.24 0.00 0.24
44.60 0.38 0.72 0.53* 0.23 0.00 0.23
44.65 0.38 0.72 0.53* 0.23 0.00 0.23
44.70 0.38 0.72 0.53* 0.22 0.00 0.22
44.75 0.38 0.72 0.53* 0.21 0.00 0.21
44.80 0.38 0.72 0.53* 0.21 0.00 0.21
44.85 0.38 0.72 0.53* 0.20 0.00 0.20
44.90 0.38 0.72 0.53* 0.19 0.00 0.19
44.95 0.38 0.72 0.53* 0.19 0.00 0.19
45.00 0.38 0.72 0.53* 0.18 0.00 0.18
45.05 0.39 0.72 0.54* 0.17 0.00 0.17
45.10 0.39 0.72 0.55* 0.17 0.00 0.17
45.15 0.40 0.72 0.55* 0.16 0.00 0.16
45.20 0.40 0.72 0.56* 0.15 0.00 0.15
45.25 0.41 0.72 0.57* 0.15 0.00 0.15
45.30 0.41 0.72 0.58* 0.14 0.00 0.14
45.35 0.42 0.72 0.59* 0.13 0.00 0.13
45.40 0.43 0.72 0.59* 0.13 0.00 0.13
45.45 0.43 0.72 0.60* 0.12 0.00 0.12
45.50 0.44 0.72 0.61* 0.11 0.00 0.11
45.55 0.45 0.72 0.63* 0.11 0.00 0.11
45.60 0.46 0.72 0.64* 0.10 0.00 0.10
45.65 0.47 0.72 0.65* 0.10 0.00 0.10
45.70 0.48 0.72 0.66* 0.09 0.00 0.09
45.75 0.49 0.72 0.68* 0.08 0.00 0.08
45.80 0.50 0.72 0.70* 0.08 0.00 0.08
45.85 0.51 0.72 0.72* 0.07 0.00 0.07
45.90 0.54 0.72 0.75* 0.07 0.00 0.07
45.95 0.57 0.72 0.79* 0.06 0.00 0.06
46.00 0.64 0.72 0.89* 0.06 0.00 0.06
46.05 0.65 0.72 0.90* 0.06 0.00 0.06
46.10 0.65 0.72 0.90* 0.05 0.00 0.05
46.15 0.65 0.72 0.90* 0.05 0.00 0.05
D-79
46.20 0.65 0.72 0.90* 0.04 0.00 0.04
46.25 0.65 0.72 0.90* 0.04 0.00 0.04
46.30 0.65 0.71 0.90* 0.04 0.00 0.04
46.35 0.65 0.71 0.90* 0.03 0.00 0.03
46.40 0.65 0.71 0.90* 0.03 0.00 0.03
46.45 0.65 0.71 0.90* 0.03 0.00 0.03
46.50 0.65 0.71 0.91* 0.02 0.00 0.02
46.55 0.65 0.71 0.91* 0.02 0.00 0.02
46.60 0.65 0.71 0.91* 0.02 0.00 0.02
46.65 0.65 0.71 0.91* 0.02 0.00 0.02
46.70 0.65 0.71 0.91* 0.02 0.00 0.02
46.75 0.65 0.71 0.91* 0.01 0.00 0.01
46.80 0.65 0.71 0.91* 0.01 0.00 0.01
46.85 0.65 0.71 0.91* 0.01 0.00 0.01
46.90 0.65 0.71 0.91* 0.01 0.00 0.01
46.95 0.65 0.71 0.91* 0.01 0.00 0.01
47.00 0.65 0.71 0.91* 0.01 0.00 0.01
47.05 0.65 0.71 0.91* 0.01 0.00 0.01
47.10 0.65 0.71 0.91* 0.01 0.00 0.01
47.15 0.65 0.71 0.91* 0.01 0.00 0.01
47.20 0.65 0.71 0.91* 0.00 0.00 0.00
47.25 0.64 0.71 0.91* 0.00 0.00 0.00
47.30 0.64 0.71 0.91* 0.00 0.00 0.00
47.35 0.64 0.71 0.91* 0.00 0.00 0.00
47.40 0.64 0.71 0.91* 0.00 0.00 0.00
47.45 0.64 0.71 0.91* 0.00 0.00 0.00
47.50 0.64 0.71 0.91* 0.00 0.00 0.00
47.55 0.64 0.71 0.91* 0.00 0.00 0.00
47.60 0.64 0.71 0.91* 0.00 0.00 0.00
47.65 0.64 0.71 0.91* 0.00 0.00 0.00
47.70 0.64 0.71 0.91* 0.00 0.00 0.00
47.75 0.64 0.71 0.91* 0.00 0.00 0.00
47.80 0.64 0.71 0.91* 0.00 0.00 0.00
47.85 0.64 0.71 0.91* 0.00 0.00 0.00
47.90 0.64 0.71 0.91* 0.00 0.00 0.00
47.95 0.64 0.71 0.91* 0.00 0.00 0.00
48.00 0.64 0.71 0.91* 0.00 0.00 0.00
48.05 0.64 0.71 0.91* 0.00 0.00 0.00
48.10 0.64 0.71 0.91* 0.00 0.00 0.00
48.15 0.64 0.71 0.91* 0.00 0.00 0.00
48.20 0.64 0.71 0.91* 0.00 0.00 0.00
48.25 0.64 0.71 0.91* 0.00 0.00 0.00
48.30 0.64 0.71 0.91* 0.00 0.00 0.00
48.35 0.64 0.71 0.91* 0.00 0.00 0.00
48.40 0.64 0.71 0.91* 0.00 0.00 0.00
48.45 0.64 0.71 0.91* 0.00 0.00 0.00
48.50 0.64 0.71 0.91* 0.00 0.00 0.00
48.55 0.64 0.71 0.91* 0.00 0.00 0.00
48.60 0.64 0.71 0.91* 0.00 0.00 0.00
48.65 0.64 0.71 0.91* 0.00 0.00 0.00
D-80
48.70 0.64 0.71 0.91* 0.00 0.00 0.00
48.75 0.64 0.70 0.91* 0.00 0.00 0.00
48.80 0.64 0.70 0.91* 0.00 0.00 0.00
48.85 0.64 0.70 0.91* 0.00 0.00 0.00
48.90 0.64 0.70 0.91* 0.00 0.00 0.00
48.95 0.64 0.70 0.91* 0.00 0.00 0.00
49.00 0.64 0.70 0.91* 0.00 0.00 0.00
49.05 0.64 0.70 0.91* 0.00 0.00 0.00
49.10 0.64 0.70 0.91* 0.00 0.00 0.00
49.15 0.64 0.70 0.91* 0.00 0.00 0.00
49.20 0.64 0.70 0.91* 0.00 0.00 0.00
49.25 0.64 0.70 0.91* 0.00 0.00 0.00
49.30 0.64 0.70 0.91* 0.00 0.00 0.00
49.35 0.64 0.70 0.91* 0.00 0.00 0.00
49.40 0.64 0.70 0.91* 0.00 0.00 0.00
49.45 0.64 0.70 0.91* 0.00 0.00 0.00
49.50 0.64 0.70 0.91* 0.00 0.00 0.00
49.55 0.64 0.70 0.91* 0.00 0.00 0.00
49.60 0.64 0.70 0.91* 0.00 0.00 0.00
49.65 0.64 0.70 0.91* 0.00 0.00 0.00
49.70 0.64 0.70 0.91* 0.00 0.00 0.00
49.75 0.64 0.70 0.91* 0.00 0.00 0.00
49.80 0.64 0.70 0.91* 0.00 0.00 0.00
49.85 0.64 0.70 0.91* 0.00 0.00 0.00
49.90 0.64 0.70 0.91* 0.00 0.00 0.00
49.95 0.64 0.70 0.92* 0.00 0.00 0.00
50.00 0.64 0.70 0.92* 0.00 0.00 0.00
50.05 2.00 0.70 5.00 0.00 0.00 0.00
50.10 2.00 0.70 5.00 0.00 0.00 0.00
50.15 2.00 0.70 5.00 0.00 0.00 0.00
50.20 2.00 0.70 5.00 0.00 0.00 0.00
50.25 2.00 0.70 5.00 0.00 0.00 0.00
50.30 2.00 0.70 5.00 0.00 0.00 0.00
50.35 2.00 0.70 5.00 0.00 0.00 0.00
50.40 2.00 0.70 5.00 0.00 0.00 0.00
50.45 2.00 0.70 5.00 0.00 0.00 0.00
50.50 2.00 0.70 5.00 0.00 0.00 0.00
50.55 2.00 0.70 5.00 0.00 0.00 0.00
50.60 2.00 0.70 5.00 0.00 0.00 0.00
50.65 2.00 0.70 5.00 0.00 0.00 0.00
50.70 2.00 0.70 5.00 0.00 0.00 0.00
50.75 2.00 0.70 5.00 0.00 0.00 0.00
50.80 2.00 0.70 5.00 0.00 0.00 0.00
50.85 2.00 0.70 5.00 0.00 0.00 0.00
50.90 2.00 0.70 5.00 0.00 0.00 0.00
50.95 2.00 0.70 5.00 0.00 0.00 0.00
51.00 2.00 0.69 5.00 0.00 0.00 0.00
51.05 2.00 0.69 5.00 0.00 0.00 0.00
51.10 2.00 0.69 5.00 0.00 0.00 0.00
51.15 2.00 0.69 5.00 0.00 0.00 0.00
D-81
51.20 2.00 0.69 5.00 0.00 0.00 0.00
51.25 2.00 0.69 5.00 0.00 0.00 0.00
51.30 2.00 0.69 5.00 0.00 0.00 0.00
51.35 2.00 0.69 5.00 0.00 0.00 0.00
51.40 2.00 0.69 5.00 0.00 0.00 0.00
51.45 2.00 0.69 5.00 0.00 0.00 0.00
51.50 2.00 0.69 5.00 0.00 0.00 0.00
_______________________________________________________ * F.S.<1, Liquefaction Potential Zone
(F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Unit: qc, fs, Stress or Pressure = atm (1.0581tsf); Unit Weight = pcf; Depth = ft; Settlement = in.
____________________________________________________________________________________ 1 atm (atmosphere) = 1 tsf (ton/ft2)
CRRm Cyclic resistance ratio from soils
CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety)
F.S. Factor of Safety against liquefaction, F.S.=CRRm/CSRsf S_sat Settlement from saturated sands
S_dry Settlement from Unsaturated Sands
S_all Total Settlement from Saturated and Unsaturated Sands NoLiq No-Liquefy Soils
D-82
COOL SOLUTIONS FOR UNDERGROUND POWER CABLES
THERMAL SURVEYS, CORRECTIVE BACKFILLS & INSTRUMENTATION Serving the electric power industry since 1978
21239 FM529 Rd., Bldg F
Cypress, TX 77433
Office: 291-985-9344
[email protected]
http://www.geothermusa.com
February 5, 2025
Terracon
145 West Walnut Street
Carson, CA 90248
Attn: Toni Aguilar
Thermal Resistivity Report
ABI Properties BESS City of Industry, CA (Project No. LA245225) The following is the report of thermal dryout characterization tests conducted on one (2) bulk sample of native soil from the referenced project sent to our laboratory.
Thermal Resistivity Tests: The sample was tested at either the optimum or as received , whichever was greater and at 85% and 95% of the standard Proctor dry density provided by Terracon. The tests were conducted in accordance with the IEEE standard 442-2017. The results are tabulated below and the thermal dry out curve is presented in Figure 1.
Sample ID, Description, Thermal Resistivity, Moisture Content and Density Sample
ID
Depth
(ft)
Effort
(%)
Description
(Terracon)
Thermal Resistivity
(°C-cm/W)
Moisture
Content
(%)
Dry
Density
(lb/ft3 Wet Dry )
B-2 0.5 5.0 85 Lean Clay with Sand (CL) 55 186 17 97
B-2 0.5 5.0 95 Lean Clay with Sand (CL) 49 133 17 108
Comments: The thermal characteristic depicted in the dryout curves apply for the soils at their respective test dry density.
Please contact us if you have any questions or if we can be of further assistance.
Geotherm USA, LLC
Nimesh Patel
D-83
D-84
2
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
D-85
Geotechnical Engineering Report
ABI Properties BESS | City of Industry, Los Angeles County, California 91745 February 7, 2025 | Terracon Project No. LA245225
Facilities | Environmental | Geotechnical | Materials
Unified Soil Classification System
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A
Soil Classification
Group
Symbol Group Name B
Coarse-Grained Soils:
More than 50% retained
on No. 200 sieve
Gravels:
More than 50% of
coarse fraction
retained on No. 4
sieve
Clean Gravels:
Less than 5% fines C
Cu 4 and 1 Cc 3 E GW Well-graded gravel F Cu<4 and/or [Cc<1 or Cc>3.0] E GP Poorly graded gravel F Gravels with Fines:
More than 12% fines C
Fines classify as ML or MH GM Silty gravel F, G, H
Fines classify as CL or CH GC Clayey gravel F, G, H
Sands:
50% or more of
coarse fraction
passes No. 4 sieve
Clean Sands:
Less than 5% fines D
Cu 6 and 1 Cc 3 ESW Well-graded sand I Cu<6 and/or [Cc<1 or Cc>3.0] E SP Poorly graded sand I Sands with Fines:
More than 12% fines D
Fines classify as ML or MH SM Silty sand G, H, I Fines classify as CL or CH SC Clayey sand G, H, I Fine-Grained Soils:
50% or more passes the
No. 200 sieve
Silts and Clays:
Liquid limit less than
50 Inorganic:
PI > J CL Lean clay K, L, M
PI < J ML Silt K, L, M
Organic: OL Organic clay K, L, M, N
Organic silt K, L, M, O
Silts and Clays:
Liquid limit 50 or more
Inorganic:
CH Fat clay K, L, M
MH Elastic silt K, L, M
Organic: OH Organic clay K, L, M, P Organic silt K, L, M, Q Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve. B If field sample C Gravels with 5 to 12% fines require dual symbols: GW-GM wellgraded gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay. D Sands with 5 to 12% fines require dual symbols: SW-SM wellgraded sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay. E Cu = D60/D10 Cc = F If soil contains G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. H I
If soil contains J
If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K L
If soil contains 30% plus No. 200 predominantly sand, add M If soil contains 30% plus No. 200, predominantly gravel, add N PI O PI < PQ
10 60
2 30 D x D
(D )
D-86
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 E
REVISED GEOTECHNICAL ENGINEERING
REPORT
MARICI BATTERY ENERGY STORAGE SYSTEM FACILITY INITIAL STUDY / MITIGATED
NEGATIVE DECLARATION
CITY OF INDUSTRY
APPENDIX
PlaceWorks
This page intentionally left blank.
Report Cover Page City of Industry BESS and
Substation
Revised Geotechnical Engineering Report
December 5, 2023 | Terracon Project No. LA235125
Prepared for:
AYPA City of Industry BESS
11801 Domain Development, Suite 450
Austin, Texas 78758
E-1
145 W Walnut St.
Gardena, CA 90248
P (949) 261-0051
Terracon.com
Facilities | Environmental | Geotechnical | Materials
Report Cover Letter to Sign December 5, 2023
AYPA City of Industry BESS
11801 Domain Development, Suite 450
Austin, Texas 78758
Attn: Mr. Matthew McCaffrey, Senior Director of Development P: (415) 990-6611
E: [email protected]
Re: Revised Geotechnical Engineering Report
City of Industry BESS and Substation
16253 Gale Ave
City of Industry, Los Angeles County, California 91745
Terracon Project No. LA235125
Dear Mr. McCaffrey:
We have completed the scope of Revised Geotechnical Engineering services for the above referenced project in general accordance with Terracon Proposal No. PLA235125 dated September 8, 2023. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of access roads and foundations for the proposed Battery Energy Storage Systems (BESS) and substation facility.
We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us.
Sincerely,
Terracon
Janna Valdez, E.I.T. Joshua R. Morgan, P.E.
Staff Engineer Regional Geotechnical Manager
E-2
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials i Table of Contents
Introduction ..................................................................................................... 1 Project Description ........................................................................................... 2 Site Conditions ................................................................................................. 3 Geotechnical Characterization .......................................................................... 4 Subsurface Conditions ............................................................................... 4 Lab Results .............................................................................................. 4 Groundwater ............................................................................................ 5 Seismic Site Class ............................................................................................. 5 Faulting and Estimated Ground Motions ........................................................ 7 Liquefaction ..................................................................................................... 7 Seismic Settlement ................................................................................... 7 Corrosivity........................................................................................................ 8 Electrical Resistivity Testing ............................................................................. 9 Thermal Resistivity Testing .............................................................................. 9 Geotechnical Overview ..................................................................................... 9 Earthwork....................................................................................................... 11 Site Preparation ......................................................................................11 Subgrade Preparation ...............................................................................11 Excavation ..............................................................................................12 Fill Material and Placement ........................................................................13 Compaction Requirements .........................................................................14 Utility Trench Backfill ...............................................................................14 Grading and Drainage...............................................................................15 Exterior Slab Design and Construction.........................................................15 Earthwork Construction Considerations .......................................................16 Construction Observation and Testing .........................................................17 Shallow Foundations....................................................................................... 17 Shallow Foundation Design Recommendations ..............................................17 Lateral Earth Pressures .................................................................................. 19 Design Parameters ...................................................................................19 Deep Foundations ........................................................................................... 20 Drilled Shaft Design Recommendations .......................................................20 Drilled Shaft Axial Loading ........................................................................20 Drilled Shaft Lateral Loading......................................................................21 Drilled Shaft Construction Considerations ....................................................22 Access Roadways............................................................................................ 24 Compacted Native Soils Access Road Design Recommendations ......................24 Aggregate Surface Roadway Design Recommendations ..................................24 Roadway Design and Construction Considerations .........................................25 Maintenance ...........................................................................................26 General Comments ......................................................................................... 26 E-3
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials ii Figures
GeoModel
Attachments
Exploration and Testing Procedures
Site Location and Exploration Plans
Exploration and Laboratory Results
Supporting Information
Note: This report was originally delivered in a web-based format. Blue Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com. Refer to each individual Attachment for a listing of contents.
E-4
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 1 Introduction
This report presents the results of our subsurface exploration and Revised Geotechnical Engineering services performed for the proposed BESS and substation facility to be located at 16253 Gale Ave, City of Industry, Los Angeles County, California 91745. The purpose of these services was to provide information and geotechnical engineering recommendations relative to:
Subsurface soil conditions
Groundwater conditions
Seismic site classification per CBC
Site preparation and earthwork
Foundation design and construction
Lateral earth pressure
Roadway Design and construction
The geotechnical engineering Scope of Services for this project included the advancement of test borings, electrical resistivity testing, laboratory testing, engineering analysis, and preparation of this report. The geotechnical engineering Scope of Services for our current scope of work included the following:
Four (4) soil test borings to approximately 26.5 feet below ground surface (bgs) in the proposed BESS areas
One (1) soil test boring to approximately 51.5 feet bgs in the proposed substation area
Corrosion testing on soil samples obtained from one (1) location Lab thermal resistivity testing on soil samples obtained from one (1) location Field electrical resistivity at one (1) location
Drawings showing the site and boring and electrical resistivity locations are shown on the Site Location and Exploration Plan, respectively. The results of the laboratory testing performed on soil samples obtained from the site during our field exploration are included on the boring logs and/or as separate graphs in the Exploration Results section.
E-5
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 2 Project Description
Our initial understanding of the project was provided in our proposal and was discussed during project planning. A period of collaboration has transpired since the project was initiated, and our final understanding of the project conditions is as follows:
Item Description
Information
Provided
An email request for proposal was provided by Priyanka Bist on August 8, 2023. The request included an image of the bounded area of the proposed site. Terracon prepared a proposal on August 16, 2023 with a Scope of Services for the proposed BESS. However, based on comments from the client, a
geotechnical analysis is also requested for a proposed
substation. As such, Terracon submitted a revised proposal on September 11, 2023 to include the substation in our
geotechnical analysis.
Project
Description
The project includes a new BESS facility. In addition, a small project substation will be developed southeast of the proposed project boundary and adjacent to the existing Walnut
substation.
Proposed
Structure
We anticipate that the facility will consist of battery storage units supported by grade beams or mat foundations and other appurtenant electrical equipment supported on drilled shaft foundations.
We anticipate that the proposed substation will include transformers, turning poles and bus supports and other ancillary structures are anticipated to be supported on spread footings, mat foundations, or drilled shafts.
Maximum Loads
Structural loads were not provided, but have been estimated based on our experience
BESS enclosure pads: 1,000 to 1,200 psf contact
pressure
BESS Axial Load: 75 kips
BESS Shear Load: 5 kips
Transformers: 500 1,000 psf contact pressure
Grading/Slopes
We assume that the field grade will follow the existing site grades with minimum grading required to bring the site to finish grade.
E-6
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 3 Item Description
Access Roadways
We understand that the access road cross sections used for construction of the project will be the responsibility of AYPA. We anticipate low-volume access roads that will have a maximum vehicle load of 10,000 lbs. and will travel over the access roads only once per week.
Terracon should be notified if any of the above information is inconsistent with the planned construction, especially the grading limits, as modifications to our recommendations may be necessary.
Site Conditions
The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps.
Item Description
Parcel
Information
The project is located at 16253 Gale Ave, City of Industry, Los Angeles County, California 91745.
The project site encompasses a total area of approximately 6.54 acres. The coordinates of the approximate center of the site are
34.009°N, 117.951°W.
See Site Location
Existing
Improvements
Developments on site include a commercial building used for multiple businesses with associated landscaping, parking and drive areas. Adjacent to the site is Walnut substation. It is our understanding that the existing structure will be demolished and replaced with a BESS and substation facility.
Current Ground
Cover
The majority of the site is covered in asphalt. Portions of the building connects to a concrete apron.
Existing
Topography
The project site is generally flat with south to north elevations ranging from 348 to 354 feet.
E-7
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 4 Geotechnical Characterization
Subsurface Conditions
We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization, termed GeoModel, forms the basis o f our geotechnical calculations and evaluation of the site. Conditions observed at each exploration point are indicated on the individual logs. The individual logs can be found in the Exploration Results and the GeoModel can be found in the Figures attachment of this report.
As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel.
Model
Layer Layer Name Consistency/Density
1 Sandy Lean Clay / Clayey Sand Medium stiff to hard
2 Silty Sand / Poorly Graded Sand
with Silt Medium dense to very dense
3 Clayey Sand / Silty-Clayey Sand Medium dense to very dense The geotechnical characterization forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. As noted in General Comments, the characterization is based upon widely spaced exploration points across the site, and variations are likely.
Lab Results
Laboratory tests were conducted on selected soil samples and the test results are presented in the Exploration Results section and on the boring logs. Atterberg limit test results indicate that the on-site soils generally have medium plasticity. A consolidation test indicated that the clayey soils encountered at an approximate depth of
2.5 feet bgs have a negligible collapse/swell potential when saturated under normal footing loads of 2,000 psf. Direct shear testing on clayey soils encountered at 5 feet indicate soils have an effective friction angle of approximately 26 degrees with apparent cohesion value of 190 psf. Maximum density/optimum moisture content testing conducted in accordance with ASTM D1557 (Modified Proctor) indicate that near surface soils tested have maximum dry densities of 123.8 pounds per cubic feet (pcf) and optimum water contents ranging from 12.1 percent. Expansion index testing on clayey E-8
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 5 soils encountered at the near surface soils indicate soils have an approximate expansion index value of 37.
Groundwater
Groundwater was observed in boring B-1, B-2 and B-5 at approximate depths of 21 to 26 feet bgs. In clayey soils with low permeability, the accurate determination of groundwater level may not be possible without long term observation. Long term observation after drilling could not be performed as borings were backfilled immediately upon completion due to safety concerns. Groundwater conditions may be different at the time of construction.
Groundwater levels can best be determined by implementation of a groundwater monitoring plan.
Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. Therefore, groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project.
According to data collected from the Los Angeles County Public Works Water Data Livrart for the State of California from a nearby well 3048E, located approximately 2,200 feet northwest of the site, historic groundwater elevation level on October 30, 2023 were recorded at approximately 14 feet below ground surface.1 Based on our review of available historical topographic and aerial maps, the San Jose Creek Diversion Channel is located approximately 450 feet north and parallel from the project site. The approximate depth of the channel estimated based on Google Earth Imagery is approximately 10 to 15 feet.2
This groundwater data corresponds to condition
observed on-site.
Seismic Site Class
The 2022 California Building Code (CBC) Seismic Design Parameters have been generated using the SEAOC/OSHPD Seismic Design Maps Tool. This web-based software application 1 Los Angeles Public Works. https://dpw.lacounty.gov/general/wells/# 2 Historical Aerials. https://www.historicaerials.com/viewer E-9
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Facilities | Environmental | Geotechnical | Materials 6 calculates seismic design parameters in accordance with ASCE 7-16, and 2022 CBC. The 2022 CBC requires that a site-specific ground motion study be performed in accordance with Section 11.4.8 of ASCE 7-16 for Site Class D sites with a mapped Ss value greater than or equal 0.2.
However, Section 11.4.8 of ASCE 7-16 includes an exception from such analysis for specific structures on Site Class D sites. The commentary for Section 11 of ASCE 7-16 (Page 534 of Section C11 of ASCE 7- ly
limits the requirements for site-specific hazard analysis to very tall and or flexible it is our assumption that the exception in Section 11.4.8 applies to the proposed structure.
However, the structural engineer should verify the applicability of this exception.
Based on this exception, the spectral response accelerations presented below were determined using the site coefficients (Fa and Fv) from Tables 1613.2.3(1) and 1613.2.3(2) presented in Section 16.4.4 of the 2022 CBC.
Description Value
2022 California Building Code Site Classification (CBC)1 D 2 Site Latitude (°N) 34.009
Site Longitude (°W) 117.951
Ss Spectral Acceleration for a 0.2-Second Period 1.801
S1 Spectral Acceleration for a 1-Second Period 0.641
Fa Site Coefficient for a 0.2-Second Period 1.0
Fv Site Coefficient for a 1-Second Period 1.7
1. Seismic site classification in general accordance with the 2022 California Building Code. 2. The 2022 California Building Code (CBC) requires a site soil profile determination extending to a depth of 100 feet for seismic site classification. The current scope does not include the 100-foot soil profile determination. Borings were extended to a maximum depth of 51½ feet, and this seismic site class definition considers that similar or denser soils continue below the maximum depth of the subsurface exploration. Additional exploration to deeper depths would be required to confirm the conditions below the current depth of exploration.
Typically, a site-specific ground motion study may generate less conservative coefficients and acceleration values which may reduce construction costs. We recommend consulting with a structural engineer to evaluate the need for such study and its potential impact on construction costs. Terracon should be contacted if a sitespecific ground motion study is desired E-10
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 7 Faulting and Estimated Ground Motions
The site is located in the southern California, which is a seismically active area. The type and magnitude of seismic hazards affecting the site are dependent on the distance to causative faults, the intensity, and the magnitude of the seismic event. As calculated using the USGS Unified Hazard Tool, the Whittier Alt 1, which is considered to have the most significant effect at the site from a design standpoint, has a maximum credible earthquake magnitude of 6.56 and is located approximately 4.90 kilometers from the site.
Based on the USGS Design Maps Summary Report, using the American Society of Civil Engineers (ASCE 7-16) standard, the peak ground acceleration (PGAM) at the project site is expected to be 0.852g. Furthermore, the site is not located within an Alquist-Priolo Earthquake Fault Zone based on our review of the State Fault Hazard Maps.3 Liquefaction
Liquefaction is a mode of ground failure that results from the generation of high pore water pressures during earthquake ground shaking, causing loss of shear strength.
Liquefaction is typically a hazard where loose sandy soils exist below groundwater. The California Geological Survey (CGS) has designated certain areas as potential liquefaction hazard zones. These are areas considered at a risk of liquefaction-related ground failure during a seismic event, based upon mapped surficial deposits and the presence of a relatively shallow water table. The project site has been mapped and is located within a liquefaction hazard zone as designated by the California Geological Survey (CGS).
Seismic Settlement
Our explorations indicate the native soils encountered in exploratory borings generally consisted of medium stiff to hard sandy lean clay and medium dense to very dense silty/clayey sand a maximum exploration depth of 51½ feet bgs.
The proposed structures are considered Group U occupancy or having no human occupancy. To evaluate the presence of liquefiable soils and determine the amount of 3 California Geological Survey. https://maps.conservation.ca.gov/cgs/informationwarehouse.
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Facilities | Environmental | Geotechnical | Materials 8 settlement of saturated/unsaturated soils during seismic shaking, we performed liquefaction analysis in accordance with the Los Angeles County guidelines.
Groundwater was encountered in borings B-1, B-2 and B-5 at depths ranging from 21 to 26 feet bgs while drilling. Historic high groundwater levels were recorded at approximately 14 feet bgs.
B-5. A Peak Ground Acceleration (PGAM) of 0.852g and assumed a magnitude of 6.78 for the 2% chance of exceedance over 50 years for the project site were used. Settlement analysis used the Tokimatsu, M-correction method. The fines percentage were corrected for liquefaction using the Modify Stark/Olson method. For this analysis a groundwater depth of 14 feet has been utilized.
Based on the calculation results, the seismically induced settlement is estimated to be on the order of ½ inch. Differential settlement is anticipated to be in the order of ¼ inch.
Results and calculations for the liquefaction analysis are included in the Supporting Documents section of this report.
Corrosivity
The table below lists the results of laboratory soluble sulfate, soluble chloride, electrical resistivity, and pH testing. The values may be used to estimate potential corrosive characteristics of the on-site soils with respect to contact with the various underground materials which will be used for project construction.
Corrosivity Test Results Summary
Boring
Sample
Depth
(feet)
Soluble
Sulfate
(%)
Sulfides
(ppm)
Chloride
(mg/kg)
Red-Ox
Potential
(mV)
Electrical
Resistivity
-cm)
Total Salts
(ppm)
pH
B-3 0-2.5 0.02 Nil 250 +720 1,416 938 8.11
Results of soluble sulfate testing indicate samples of the on-site soils tested possess negligible sulfate concentrations when classified in accordance with Table 19.3.1.1 of the ACI Design Manual. Concrete should be designed in accordance with the exposure class S0 provisions of the ACI Design Manual, Section 318, Chapter 19.
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Facilities | Environmental | Geotechnical | Materials 9 Electrical Resistivity Testing
Terracon performed field measurements of soil electrical resistivity for the support of grounding design. Soil resistivity data was obtained from one test array at one (1) location in the proposed project site. The approximate location of the test is shown in the Exploration Plan. The testing was performed in general accordance with Wenner Array (4-pin) method per ASTM G57. This method was performed in with IEEE Standard 81, IEEE Guide for Measuring Earth Resistivity, Ground Impedance and Earth Surface Potentials of a Ground System. The test in the proposed locations included 1, 2, 3, 6, 10, 18, 30, 40, 50, 70 and 100 feet.
Spacings 150 and 200 feet were also proposed. However, these spacings were omitted due to site constraints from pedestrian and vehicle traffic. considered to be the depth of influence of the test. The electrical resistivity test results are presented in Exploration Results. Thermal Resistivity Testing Terracon subcontracted Geotherm USA to perform laboratory thermal resistivity testing.
Testing was conducted on two (1) bulk sample at the project site from a depth of 1 to 5 feets bgs within the proposed BESS area. The tests were conducted on soil samples remolded to 85% and 95%
dry density for a total of two (2) tests. Dry out curves targeted the higher of either the in-situ moisture content of the optimum moisture content as determined by ASTM D1557, totally dry condition, and two intermediate points. The results are in the Exploration Results section of this report.
Geotechnical Overview
The site appears suitable for the proposed construction based upon geotechnical conditions encountered in the test borings, provided that the recommendations provided in this report are implemented in the design and construction phases of this project.
The subsurface materials generally consisted of clay with varying amounts of sand and gravel, layered by sand with varying amount of clay and gravel extending to the maximum depth of the borings. Groundwater was not encountered in borings B-1, B-2 and B-5 at approximately 21 to 26 feet bgs.
We anticipate that the proposed BESS/substation pads will be supported by a shallow foundation system bearing on engineered fill, or mat foundations and other appurtenant electrical equipment will be supported on drilled shaft foundations.
Expansive soils are present on this site. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion; however, even if these procedures E-13
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 10 are followed, some movement and at least minor cracking in the structure should be anticipated. The severity of cracking and other cosmetic damage such as uneven slabs will probably increase if any modification of the site results in excessive wetting or drying of the expansive soils. Eliminating the risk of movement and cosmetic distress may not be feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction. We would be pleased to discuss other construction alternatives with you upon request.
Expansion Index testing indicates these near surface lean clay soils exhibit EI values equal to 37, which is considered medium expansion potential. Due to the expansion potential and anticipated seismic settlement of the near surface soils, spread footings bearing on engineered fill are recommended for support of the proposed BESS/substation. Engineered fill should extend to a minimum depth of 3 feet below the bottom of foundations, depth of disturbed material from demolition of the existing building, or 5 feet below existing grades, whichever is greater. Grading for the proposed BESS/substation should incorporate the limits of the overexcavation plus a lateral distance of 3 feet beyond the outside edge of perimeter footings. Beyond site preparation and removal of disturbed soils associated with the demolition of the existing building, overexcavation and replacement is not required for support of drilled shaft foundations.
Estimated movements described in this report are based on effective drainage for the life of the structure and cannot be relied upon if effective drainage is not maintained.
Exposed ground, extending at least 10 feet from the perimeter, should be sloped a minimum of 5% to provide positive drainage away from the structure. Grades around maintenance program.
Based on the findings summarized in this report, it is our professional opinion that the proposed construction will not be subjected to a hazard from settlement, slippage, or landslide, provided the recommendations of our report are incorporated into the proposed construction. It is also our opinion that the proposed construction will not adversely affect the geologic stability of the site or adjacent properties provided the recommendations contained in our report are incorporated into the proposed construction.
Geotechnical engineering recommendations for foundation systems and other earth connected phases of the project are outlined below. The recommendations contained in this report are based upon the results of field and laboratory testing (presented in the Exploration Results), engineering analyses, and our current understanding of the proposed project. The General Comments section provides an understanding of the report limitations.
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 11 Earthwork
The following presents recommendations for site preparation, excavation, subgrade preparation, and placement of engineered fills on the project. The recommendations presented for the design and construction of foundations are contingent upon following the recommendations outlined in this section.
Earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation of bearing soils, and other geotechnical conditions exposed during construction of the project.
Site Preparation
Prior to placing fill, existing pavement, debris, and other deleterious materials should be removed from proposed foundation and roadway areas. Exposed surfaces within these areas should be free of mounds and depressions which could prevent uniform compaction. The site should be initially graded to create a relatively level surface to receive fill and provide for a relatively uniform thickness of fill beneath proposed structures.
Demolition of the existing building should include complete removal of all foundation systems and remaining underground utilities within the proposed construction area. This should include removal of any loose backfill found adjacent to existing foundations. All materials derived from the demolition of existing structures and pavements should be removed from the site and not be allowed for use as on-site fill, unless processed in accordance with the fill requirements included in this report.
In the event the contractor desires to crush on-site pavements and concrete and use these materials as engineered fill, the crushed materials should be evaluated and tested for compliance with the requirements and specifications of the State of California Department of Transportation, or other approved local governing specifications.
Although no evidence of fills, utilities, or underground facilities such as septic tanks, cesspools, basements, and utilities was observed during the site reconnaissance, such features could be encountered during construction. If unexpected fills, utilitie s, or underground facilities are encountered, such features should be removed, and the excavation thoroughly cleaned prior to backfill placement and/or construction.
Subgrade Preparation
The proposed structures may be supported by a shallow concrete foundation system bear on engineered fill, or drilled shafts.
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Facilities | Environmental | Geotechnical | Materials 12 Due to the expansion potential and seismic settlement of the near surface soils, spread footings bearing on engineered fill are recommended for support of the proposed BESS/substation equipment pads. Engineered fill should extend to a minimum depth of 3 feet below the bottom of foundations, to the depth of disturbed zone associated with demolition of the existing building, or 5 feet below existing grades, whichever is greater.
Grading for the proposed BESS/substation should incorporate the limits of the overexcavation plus a lateral distance of 3 feet beyond the outside edge of perimeter footings. Beyond site preparation and removal of disturbed soils associated with the demolition of the existing building, overexcavation and replacement is not required for support of drilled shaft foundations.
Subgrade soils beneath proposed exterior slabs and roadways should be scarified to a minimum depth of 12 inches, moisture conditioned, and compacted. The moisture content and compaction of subgrade soils should be maintained until slab or pavement construction.
All exposed areas which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of 10 inches, moisture conditioned as necessary, and compacted per the compaction requirements in this report. Compacted structural fill soils should then be placed to the proposed design grade and the moisture content and compaction of subgrade soils should be maintained until foundation or pavement construction.
Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively workable; however, the workability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unworkable conditions develop, workability may be improved by scarifying and drying.
Excavation
We anticipate that excavations for the proposed construction can be accomplished with conventional earthmoving equipment.
The bottom of excavations should be thoroughly cleaned of loose soils and disturbed materials prior to backfill placement and/or construction.
Prior to the construction phase of the project, additional evaluation of groundwater and fluctuations in groundwater levels should be performed. Depending upon the depth of excavation and seasonal conditions, groundwater may be encountered within the excavations planned on the site.
Individual contractors are responsible for designing and constructing stable, temporary excavations. Excavations should be sloped or shored in the interest of safety following E-16
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 13 local, and federal regulations, including current OSHA excavation and trench safety standards.
Fill Material and Placement
All fill materials should be inorganic soils free of vegetation, debris, and fragments larger than six inches in size. Pea gravel or other open-graded materials should not be used as fill or backfill without the prior approval of the geotechnical engineer.
Due to the onengineered fill within 12 inches of the bottom of lightly loaded (less than 500 psf contact pressure) equipment slab foundations. Such soils may be used as fill materials for engineered structural fill, general site grading and roadway areas. Imported low volume change soils should be used as engineered fill within 12 inches below lightly loaded slabs.
Imported soils for use as fill material within proposed structure areas should conform to low volume change materials as indicated in the following specifications:
Percent Finer by Weight
Gradation (ASTM C 136)
......................................................................................... 100 No. 4 Sieve ....................................................................... 50-100 No. 200 Sieve .................................................................. 40(max) Liquid Limit ............................................................... 30 (max) Plasticity Index .......................................................... 10 (max) Maximum Expansion Index* ........................................ 20 (max) *ASTM D4829
The contractor shall notify the Geotechnical Engineer of import sources sufficiently ahead of their use so that the sources can be observed and approved as to the physical characteristic of the import material. For all import material, the contractor shall also submit current verified reports from a recognized analytical laboratory indicating that the import has a "not applicable" (Class S0) potential for sulfate attack based upon current ACI criteria and is "mildly corrosive" to ferrous metal and copper. The reports shall be accompanied by a written statement from the contractor that the laboratory test results are representative of all import material that will be brought to the job.
Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Fill lifts should not exceed 10 inches loose thickness.
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Facilities | Environmental | Geotechnical | Materials 14 Compaction Requirements
Recommended compaction and moisture content criteria for engineered fill materials are as follows:
Material Type and Location
Per the Modified Proctor Test (ASTM D
1557)
Minimum
Compaction
Requirement
Range of Moisture
Contents for Compaction
Above Optimum
Minimum Maximum
Approved on-site or imported fill
soils:
Beneath foundations: 90% 0% +4%
Utility trenches (pavement and
structural areas)1:
90% 0% +4%
Fill greater than 5 feet in depth: 95% 0% +4%
Exterior Slabs: 90% 0% +4%
Miscellaneous backfill: 90% 0% +4%
Aggregate base: 95% 0% +4%
1. Upper 12 inches should be compacted to 95% within pavement and structural areas. Low-volume change imported soils should be used in lightly loaded equipment areas.
Utility Trench Backfill
We anticipate that the on-site soils will provide suitable support for underground utilities and piping that may be installed. Any soft and/or unsuitable material encountered at the bottom of excavations should be removed and be replaced with an adequate bedding material.
Trench excavation should not be conducted below a downward 1:1 projection from existing foundations without engineering review of shoring requirements and geotechnical observation during construction.
A non-expansive granular material with a sand equivalent greater than 30 should be used for bedding and shading of utilities, unless allowed or specified otherwise by the utility manufacturer.
On-site materials are considered suitable for backfill of utility and pipe trenches from 1 foot above the top of the pipe to the final ground surface, provided the material is free E-18
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Facilities | Environmental | Geotechnical | Materials 15 of organic matter and deleterious substances. Imported low volume change soils should be used for trench backfill in structural areas.
Trench backfill should be mechanically placed and compacted as discussed earlier in this report. Compaction of initial lifts should be accomplished with hand-operated tampers or other lightweight compactors. Where trenches are placed beneath footings, the backfill should satisfy the gradation and expansion index requirements of engineered fill discussed in this report. Flooding or jetting for placement and compaction of backfill is not recommended.
Grading and Drainage
All grades must provide effective drainage away from the proposed structure during and after construction and should be maintained throughout the life of the structure. Water retained next to the structures result in soil movements greater than those discussed in this report. Greater movements can result in unacceptable differential foundation movements, cracked slabs and walls, and roof leaks.
Backfill against footings and in utility and sprinkler line trenches should be well compacted and structure of all construction debris to reduce the possibility of moisture infiltration.
We recommend a minimum horizontal setback distance of 10 feet from the perimeter of any structure and the high-water elevation of the nearest storm-water retention basin.
Roof drainage should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems and landscaped irrigation should not be installed within 5 feet of foundation walls.
Exterior Slab Design and Construction
Exterior slabs-on-grade, exterior architectural features, and utilities founded on, or in backfill may experience some movement due to the volume change of the backfill. To reduce the potential for damage caused by movement, we recommend:
exterior slabs should be supported directly on subgrade fill (not ABC) with no, or very low expansion potential;
strict moisture-density control during placement of subgrade fills; maintain proper subgrade moisture until placement of slabs; placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements;
provision for adequate drainage in areas adjoining the slabs; use of designs which allow vertical movement between the exterior slabs and adjoining structural elements.
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 16 Earthwork Construction Considerations
Upon completion of filling and grading, care should be taken to maintain the subgrade water content prior to construction of roadways. Construction traffic over the completed subgrades should be avoided to the extent practical. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. Water collecting over or adjacent to construction areas should be removed. If the subgrade desiccates, saturates, or is disturbed, the affected material should be removed, or the materials should be scarified, moisture conditioned, and recompacted prior to roadway construction.
Construction site safety is the sole responsibility of the contractor who controls the means, methods, and sequencing of construction operations. Under no circumstances shall the information provided herein be interpreted to mean Terracon is assuming responsibility for construction site safety, or the contractor's activities; such responsibility shall neither be implied nor inferred.
On-site clay soils may pump and unstable subgrade conditions could develop during general construction operations, particularly if the soils are wetted and/or subjected to repetitive construction traffic. The use of light construction equipment would aid in reducing subgrade disturbance. The use of remotely operated equipment, such as a backhoe, would be beneficial to perform cuts and reduce subgrade disturbance.
Should unstable subgrade conditions develop stabilization measures will need to be employed. Stabilization measures may include placement of aggregate base and multiaxial geogrid. Use of lime, fly ash, kiln dust or cement could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction.
We recommend that the earthwork portion of this project be completed during extended periods of dry weather if possible. If earthwork is completed during the wet season (typically November through April) it may be necessary to take extra precautionary measures to protect subgrade soils. Wet season earthwork operations may require additional mitigative measures beyond that which would be expected during the drier summer and fall months. This could include diversion of surface runoff around exposed soils and draining of ponded water on the site. Once subgrades are established, it may be necessary to protect the exposed subgrade soils from construction traffic.
The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. Excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current Occupational Safety and Health Administration (OSHA) excavation and trench safety standards.
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Facilities | Environmental | Geotechnical | Materials 17 Construction Observation and Testing
The geotechnical engineer should be retained during the construction phase of the project to observe earthwork and to perform necessary tests and observations during subgrade preparation, proof-rolling, placement and compaction of controlled compacted fills, backfilling of excavations to the completed subgrade.
The exposed subgrade and each lift of compacted fill should be tested, evaluated, and reworked, as necessary, as recommended by the Geotechnical Engineer prior to placement of additional lifts. Each lift of fill should be tested for density and water content at a frequency of at least one test for every 2,500 square feet of compacted fill in the building areas and 5,000 square feet in pavement areas. Where not specified by local ordinance, one density and water content test should be performed for every 50 linear feet of compacted utility trench backfill. This testing frequency criteria may be adjusted during construction as specified by the geotechnical engineer of record.
In areas of foundation excavations, the bearing subgrade should be evaluated by the Geotechnical Engineer. If unanticipated conditions are observed, the Geotechnical Engineer should prescribe mitigation options.
In addition to the documentation of the essential parameters necessary for construction, the continuation of the Geotechnical Engineer into the construction phase of the project conditions, including assessing variations and associated design changes.
Shallow Foundations
We anticipate that the proposed BESS/substation equipment will be supported on either spread footings, mat foundation or drilled shafts.
Recommendations for foundation for the proposed structures and related structural elements are presented in the following paragraphs.
If the site has been prepared in accordance with the requirements noted in Earthwork, the following design parameters are applicable for shallow foundations.
Shallow Foundation Design Recommendations
Item Description
Foundation System Spread footings, mat foundation
Maximum Net Allowable Bearing
Pressure 1, 2
3,000 psf up to 4 feet wide
2,000 psf up to 7 feet wide
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 18 Item Description
1,000 psf up to 15 feet wide
Required Bearing Stratum 3
Engineered fill extending to a minimum of 3 feet
below the bottom of foundations, or 5 feet
below existing grade, or the depth of
undocumented fill/disturbed soils associated
with demolition of the existing building,
whichever is greater.
Design Modulus of Subgrade
Reaction, k3
200 pounds per square inch per inch (psi/in)
The modulus was obtained on estimates
obtained from NAVFAC 7.1 design charts. This
value is for a small-loaded area (1 sq.ft. or less)
such as for forklift wheel loads or point loads
and should be adjusted for larger loaded areas.
Modulus Correction Factor3kc= k/B2
Minimum Embedment Below
Finished Grade 18 inches
Minimum Dimensions Square footings and mats: 24 inches
Strip footings: 18 inches
Estimated Total Settlement from
Structural Loads About 1 inch
Estimated Differential
Settlement
About 1/2 of total settlement over a horizontal
distance of 40 feet
1. The maximum net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. An appropriate factor of safety has been applied. These bearing pressures can be increased by 1/3 for transient loads unless those loads have been factored to account for transient conditions.
2. Unsuitable or soft soils should be overexcavated and replaced per the recommendations presented in Earthwork. 3. k values should be reduced to account for dimensional effects of largely loaded areas.
Where kc is the corrected or design modulus value and B is the mat width in feet.
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 19 methods4to
estimate the static settlement for various foundations widths with an allowable settlement of 1-inch.
Finished grade is defined as the lowest adjacent grade within five feet of the foundation for perimeter (or exterior) footings.
The allowable foundation bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. The weight of foundation concrete below grade may be neglected in dead load computations.
Foundation should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendation will be required.
Lateral Earth Pressures
Design Parameters
For engineered fill comprised of on-site soils or imported low volume change materials above any free water surface, recommended equivalent fluid pressure of unrestrained foundation elements are:
Item Recommended Value
Active Case 40 psf/ft
Passive Case 330 psf/ft
At-Rest Case 65 psf/ft
Ultimate Coefficient of Sliding Friction 0.36
1. The values are based on engineered fill materials used as backfill.
2. Uniform, horizontal backfill, compacted to at least 90% of the ASTM D 1557 maximum dry density, rendering a maximum
3. Use of passive earth pressures require the sides of the excavation for the foundation to be nearly vertical and the concrete placed neat against these vertical faces or that the 4 FHWA Geotechnical Engineering Circular No. 6 Shallow Foundations, FHWA SA-02-054 E-23
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City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 20 foundation forms be removed and compacted engineered fill be placed against the vertical foundation face
4. Can be used to compute sliding resistance where foundations are placed on suitable soil/materials. Should be neglected for foundations subject to net uplift conditions.
5. Passive pressure and sliding friction may be combined to resist sliding provided that either the passive pressure or frictional resistance is reduced by 50 percent.
The lateral earth pressures herein do not include any factor of safety and are not applicable for submerged soils/hydrostatic loading. Additional recommendations may be necessary if such conditions are to be included in the design.
Fill against foundation walls should be compacted to densities specified in the Earthwork section of this report. Compaction of each lift adjacent to walls should be accomplished with hand-operated tampers of other lightweight compactors.
Deep Foundations
Drilled Shaft Design Recommendations
Proposed structures may be supported on drilled shafts. Total required embedment of the drilled shaft should be determined by the structural engineer based on structural loading and parameters provided in this report.
Drilled Shaft Axial Loading
Due to the presence of liquefiable soils between depths of about 29 feet and 32 feet below existing ground surface, drilled piers should not rely on end bearing or skin friction within this zone.
Allowable skin friction and total capacity charts are attached to our Supporting Information section at the end of this report. The values presented for allowable side friction and end bearing include a factor of safety of 2.5.
Drilled piers should have a minimum (center-to-center) spacing of three diameters.
Closer spacing may require a reduction in axial load capacity. Axial capacity reduction can be determined by comparing the allowable axial capacity determined from the sum of individual piers in a group versus the capacity calculated using the perimeter and base of the pier group acting as a unit. The lesser of the two capacities should be used in design.
The allowable uplift capacities should only be based on the side friction of the shaft; however, the weight of the foundation should be added to these values to obtain the actual allowable uplift capacities for drilled shafts. Tensile reinforcement should extend to the bottom of shafts subjected to uplift loading.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 21 Drilled Shaft Lateral Loading
Based on our review of the subsurface conditions in the area of the BESS/substation, our laboratory testing, and the Standard Penetration Test (SPT) results, engineering properties have been estimated for the soils conditions as shown in the following table.
Due to potential for disturbance within the upper soils around the shaft, lateral and axial capacity of soils within the upper 2 feet should be neglected.
Recommended geotechnical parameters for lateral load analyses by others of drilled shaft foundations have been developed for use in the LPILE computer program. The following table summarizes input values for use in LPILE analyses. LPILE estimated values of kh may be used. Since deflection or a service limit criterion will most likely control lateral capacity design, no safety/resistance factor is included with the parameters. 2 Stratigraphy1
L-Pile Soil Model 2 Cohesion
(psf) 2
Layer
Depth Below
Finished Grade
(feet)
1 2
Stiff Clay w/o Water -- 900 120
14 2
14 Stiff Clay w/o Water -- 1,200 60
20 3
20 Sand 33 -- 60
29 4
29 Sand 54-- 60
32 5
32 Sand 33 -- 60
40 6
40 Sand 36 -- 60
50 1. See Subsurface Profile in Geotechnical Characterization for more details on Stratigraphy.
2. Definition of Terms:
: Internal friction angle
: Effective unit weight
3. Default K and E50 values may be utilized.
4. Low friction angle should be used for this zone to account for loss of strength associated with liquefaction occurring.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 22 The load capacities provided herein are based on the stresses induced in the supporting soil strata. The structural capacity of the shafts/piles should be checked to assure they can safely accommodate the combined stresses induced by axial and lateral forces. Lateral deflections of shafts/piles should be evaluated using an appropriate analysis method, and will stimates of lateral
deflections for specific loading conditions upon request. The load-carrying capacity of shafts/piles may be increased by increasing the diameter and/or length.
When piers are used in groups, the lateral capacities of the piers in the second, third, and subsequent rows of the group should be reduced as compared to the capacity of a single, independent pier. Guidance for applying p-multiplier factors to the p values in the p-y curves for each row of pier foundations within a pier group are as follows:
1. Front row: Pm = 0.8
2. Second row: Pm = 0.4
3. Third and subsequent row: Pm= 0.3
For the case of a single row of piers supporting a laterally loaded grade beam, group action for lateral resistance of piers would need to be considered when spacing is less than five pier diameters (measured center-to-center). However, spacing closer than 3D (where D is the diameter of the pier) is not recommended due to the potential for the installation of a new pier disturbing an adjacent installed pier, likely resulting in axial capacity reduction.
Drilled Shaft Construction Considerations
Drilling to design depths should be possible with conventional single flight power augers.
Due to sandy lean clay soils, temporary casing is not anticipated to be required during shaft excavation to approximate depth of 10 feet bgs. Temporary steel casing will likely be required to depths greater than 10 feet bgs to properly drill and clean shafts prior to E-26
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 23 concrete placement. If shafts extend below the depth of groundwater, a tremie should be used for concrete placement.
Drilled shaft foundation concrete should be placed immediately after completion of drilling and cleaning. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes.
In the event drilled hole walls slough during drilling, temporary steel casing may be required to properly drilled shafts prior to concrete placement. We recommend the use of slurry drilling methods with polymers method to keep the solids in suspension during the drilling. Drilled shaft foundation concrete should be placed within 6 inches of the shaft base of the slurry-filled excavation immediately after completion of drilling and cleaning. The tremie should remain inserted several feet into the fresh concrete as it displaces the slurry upward and until placement is complete. The slurry should have a sand content no greater than 1% at the time concrete placement commences. The maximum unit weight of the slurry should be established in consultation with Terracon.
If casing is used for drilled shaft construction, it should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or the creation of voids in shaft concrete. Shaft concrete should have a relatively high fluidity when placed in cased shaft holes or through a tremie. Shaft concrete with slump in the range of 6 to 8 inches is recommended.
Foundation concrete should be placed immediately after completion of drilling and cleaning. Closely spaced shafts should be drilled and filled alternatively, allowing the concrete to set at least eight hours before drilling the adjacent shaft. All excavations should be filled with concrete as soon after drilling as possible. In no event should shaft holes be left open overnight.
Formation of mushrooms or enlargements at the tops of shafts should be avoided during shaft drilling. If mushrooms develop at the tops of the shafts during drilling, sono-tubes should be placed at the shaft tops to help isolate the shafts.
Free-fall concrete placement in drilled piers will only be acceptable if provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a bottom- m of the
hole where concrete segregation will be minimized, is recommended.
We recommend that all drilled shaft installations be observed on a full-time basis by an experienced geotechnical engineer in order to evaluate that the soils encountered are consistent with the recommended design parameters. If the subsurface soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. The Geotechnical Engineer should observe the installation of drilled piers to verify the soil conditions and the diameter and depth of piers. Drilled piers should be constructed true and plumb.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 24 Drilled pier end bearing surfaces must be thoroughly cleaned prior to concrete placement. A representative of the Geotechnical Engineer should inspect the bearing surface and foundation pier configuration. If the subsurface soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required.
The contractor should check for gas and/or oxygen deficiency before any workers enter the excavation for observation and manual cleanup. All necessary monitoring and safety precautions as required by OSHA, State or local codes should be strictly enforced.
Access Roadways
Compacted Native Soils Access Road Design Recommendations Based upon the soil conditions encountered in the test borings, the use of on-site soils for construction of on-site roads is considered acceptable. Without the use of asphalt concrete or other hardened material to surface the roadways, there is an increased potential for erosion and rutting of the roadway to occur.
If high traffic loading is anticipated during wet seasons or when the upper soils are in saturated conditions, the proposed compacted soils road may experience wheel path rutting and depression on the order of 3 inches deep.
Construction of the un-surfaced roadways should consist of a minimum 12-inches of compacted on-site soils. More specifically, the upper ten inches of subgrade soils beneath existing grade, and any fill required to raise site grades should be moisture conditioned and compacted in accordance with Fill Compaction Requirements. The upper 12 inches beneath finish native soils road grade should also be compacted in accordance with Fill Compaction Requirements. Positive drainage should be provided during construction and maintained throughout the life of the roadways. Proposed roadway design should maintain the integrity of the road and eliminate ponding. The un-surfaced roads are expected to function with periodic maintenance.
Aggregate Surface Roadway Design Recommendations
It is our understanding that aggregate surfaced roads will be utilized during the construction of this project.
Aggregate surface roadway design was conducted in general accordance with the Army Corps of Engineers (ACOE) Technical Manual TM-5-822, Design of Aggregate Surface Roads and Airfields (1990). The design was based on Category III, traffic containing as E-28
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 25 much as 15% trucks, but with not more than 1% of the total traffic composed of trucks having three or more axles (Group 3 vehicles), and Road Class G (Under 70 vehicles per day). Based on the Category and Road Class, a Design Index of 1 was utilized along with an estimated CBR of 3. Terracon should be contacted if significant changes in traffic loads or in the characteristics described are anticipated.
As a minimum, the aggregate surface course should have a minimum thickness of 6 inches and should be constructed over a minimum of 12 inches of scarified, moisture conditioned, and compacted native soils to 95% of the maximum dry density using ASTM D1557. The recommended thicknesses should be measured after full compaction. The width of the roadway should extend a minimum distance of 1 foot on each side of the desired surface width.
Aggregate materials should conform to the specifications of Class II aggregate base in accordance with the requirements and specifications of the State of California Department of Transportation (Caltrans), or other approved local governing specifications.
Positive drainage should be provided during construction and maintained throughout the life of the roadways. Proposed roadway design should maintain the integrity of the road and eliminate ponding.
Roadway Design and Construction Considerations
Regardless of the design, un-surfaced roadways will display varying levels of wear and deterioration. We recommend an implementation of a site inspection program at a frequency of at least once per year to verify the adequacy of the roadways. Preventative measures should be applied as needed for erosion control and re-grading. An initial site inspection should be completed approximately three months following construction.
Preventative maintenance should be planned and provided for through an on-going management program to enhance future roadway performance. Preventative maintenance activities are intended to slow the rate of deterioration, and to preserve the roadway investment.
Surfacing materials should not be placed when the surface is wet. Surface drainage should be provided away from the edge of roadways to reduce lateral moisture transmission into the subgrade.
If rut depths become excessive as construction work progresses, re-grading and recompaction should be performed as necessary. Care should be taken to reduce or eliminate trafficking of the unpaved access road when the subgrade is wet as this will result in accelerated rutting conditions. Scarification, moisture treatment as necessary, and re-compaction of the roadways will likely be necessary as the roadways deteriorate.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 26 Materials and construction of roadways for the project should be in accordance with the requirements and specifications of the California Department of Transportation or the applicable local governing body.
Maintenance
Periodic maintenance extends the service life of the aggregate-surfaced roadways and parking areas and should include re-grading and replacement of aggregate base course in any deteriorated areas. Thicker aggregate base course sections could be used to reduce the required maintenance and extend the service life of the aggregate-surfaced roadways. Design alternatives which could reduce the risk of subgrade saturation and improve long-term performance include installing surface drains next to any areas where surface water could pond. Properly designed and constructed subsurface drainage will reduce the time subgrade soils are saturated and can also improve subgrade strength and performance.
General Comments
Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration.
Variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations.
Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials, or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken.
Our services and any correspondence are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no thirdparty beneficiaries intended. Any third-party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials 27 Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly effect excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety and cost estimating including excavation support and dewatering requirements/design are the responsibility of others.
Construction and site development have the potential to affect adjacent properties. Such impacts can include damages due to vibration, modification of groundwater/surface water flow during construction, foundation movement due to undermining or subsidence from excavation, as well as noise or air quality concerns. Evaluation of these items on nearby properties are commonly associated with contractor means and methods and are not addressed in this report. The owner and contractor should consider a preconstruction/precondition survey of surrounding development. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
Figures
Contents:
GeoModel
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
Attachments
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
Exploration and Testing Procedures
Field Exploration
Number of Borings Approximate Boring
Depth (feet) Location
4 26.5 or auger refusal Proposed BESS Area
1 51.5 or auger refusal Proposed Substation Area
Boring Layout and Elevations: Terracon personnel provided the boring layout using handheld GPS equipment (estimated horizontal accuracy of about ±10 feet) and referencing existing site features. Approximate ground surface elevations were estimated using Google Earth. If elevations and a more precise boring layout are desired, we recommend borings be surveyed.
Subsurface Exploration Procedures: We advanced the borings with a truck-mounted drill rig using continuous hollow stem flight. Four samples were obtained in the upper 10 feet of each boring and at intervals of 5 feet thereafter. Test samples were collected during drilling in general accordance with the appropriate ASTM methods using Standard Penetration Testing (SPT) and sampling using either standard split-spoon or Modified California samplers. A sampling spoon was driven into the ground by a 140 pound automatic hammer falling a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18 inch penetration was recorded as the Standard Penetration Test (SPT) resistance value, also referred to as Nvalues. The N-values are indicated on the boring logs at the test depths. The samples were placed in appropriate containers, taken to our soil laboratory for testing, and classified by a geotechnical engineer.
For safety purposes, all borings were backfilled with auger cuttings after their completion.
We also observed the boreholes while drilling and at the completion of drilling for the presence of groundwater. Groundwater was encountered in borings B-1, B-2 and B-5.
The sampling depths, penetration distances, and other sampling information was recorded on the field boring logs. The samples were placed in appropriate containers and taken to our soil laboratory for testing and classification by a Geotechnical Engineer. Our exploration team prepared field boring logs as part of the drilling operations. These field logs included visual classifications of the materials observed during drilling and our interpretation of the subsurface conditions between samples. Final boring logs were prepared from the field logs. The final boring logs represent the Geotechnical Engineer's E-35
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory.
Electrical Resistivity Testing: Soil electrical resistivity data was be obtained in accordance with ASTM G57 Standard Test Method for Field Measurement of Soil Resistivity Using the Wenner Four-Electrode Method. At the test location, two near table. Electrode spacing was adjusted to conform to site conditions.
No. of Test Locations (feet) 1 Planned Location
1 1, 2, 3, 6, 10, 18, 30, 40,
50, 70 and 100 feet
Proposed BESS and
Substation Areas
Laboratory Testing
The project engineer reviewed the field data and assigned laboratory tests. The laboratory testing program included the following types of tests:
Moisture Content
Dry Unit Weight
Atterberg Limits
Compaction
Swell Consolidation Test
Direct Shear
Corrosivity
Thermal Resistivity
The laboratory testing program often included examination of soil samples by an engineer. Based on the results of our field and laboratory programs, we described and classified the soil samples in accordance with the Unified Soil Classification System.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
Site Location and Exploration Plans
Contents:
Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and outside the table please leave that alone. Limit editing to inside the table.
Site Location
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS E-38
Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and outside the table please leave that alone. Limit editing to inside the table.
Exploration Plan
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS LEGEND
Approximate Boring Locations
Approximate Electrical Resistivity Locations
Approximate Electrical Resistivity Array
E-39
Exploration and Laboratory Results
Contents:
Boring Logs (B-1 through B-5)
Atterberg Limits
Compaction Graphs
Swell Consolidation Test Graph
Direct Shear Graphs
Electrical Resistivity Results
Note: All attachments are one page unless noted above.
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E-49
AYPA - City of Industry BESS
16253 Gale Ave | City of Industry, CA 145 W Walnut St.
Terracon Project No. LA235125 Gardena, CA
USCS d (pcf) W(%)
CL 113 15.8
190
Direct Shear Test
ASTM D3080
660
1164
2100
Peak Ultimate
C (psf) C (psf)
28.0 310 26.0
1000
Boring ID
Peak Shear Stress
(psf)
Ultimate Shear
Stress
(psf)
Normal Stress
(psf)
Depth (ft)
B-4 5
Description
Sandy Lean Clay
2000
4000
816
1416
2424
0 500
1000
1500
2000
2500
3000
0 500 1000 1500 2000 2500 3000 3500 4000 4500
Normal Stress (psf)
Peak Ultimate Peak Ultimate
E-50
750 Pilot Road, Suite F
Las Vegas, Nevada 89119
(702) 597-9393
Client
Date Received: Lab No.: 23-0586
Analyzed By:
8.11 0.02
Nil
250
+720
B-3
11/5/2023
Results of Corrosion Analysis
Sample Number
Sample Location
Sample Submitted By: Terracon (LA)
1416
938
--
Aypa Power LLC AYPA - City of Industry BESS
Project
Sample Depth (ft.) 0.0-2.5
pH Analysis, ASTM G51
Water Soluble Sulfate (SO4), ASTM C 1580
(Percent %)
Sulfides, AWWA 4500-S D, (mg/Kg)
Chlorides, ASTM D512, (mg/kg)
Red-Ox, ASTM G200, (mV)
Total Salts, AWWA 2520 B, (mg/Kg)
Saturated Minimum Resistivity, ASTM G-187,
(ohm-cm)
The tests were performed in general accordance with applicable ASTM and AWWA test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Laboratory Coordinator
Nathan Campo
E-51
COOL SOLUTIONS FOR UNDERGROUND POWER CABLES
THERMAL SURVEYS, CORRECTIVE BACKFILLS & INSTRUMENTATION Serving the electric power industry since 1978
21239 FM529 Rd., Bldg. F
Cypress, TX 77433
Tel: 281-985-9344
Fax: 832-427-1752
[email protected]
http://www.geothermusa.com
November 28, 2023
Terracon
145 W. Walnut Street
Carson, CA 90248
Attn: Janna Alexia Valdez, E.I.T.
Re: Thermal Analysis of Native Soil Sample
AYPA City of Industry BESS City of Industry, CA (Project No. LA235125) The following is the report of thermal dryout characterization tests conducted on one (1) native soil sample from the referenced project sent to our laboratory.
Thermal Resistivity Tests: The sample was tested at either optimum or at - moisture content whichever is higher and at 85% and 95% of the standard Proctor dry density provided by Terracon. The tests were conducted in accordance with the IEEE standard 442-2017. The results are tabulated below and the thermal dryout curves are presented in Figure 1.
Sample ID, Description, Thermal Resistivity, Moisture Content and Density Sample ID Depth (ft) Effort
(%)
Description
(Terracon)
Thermal Resistivity
(°C-cm/W)
Moisture
Content
(%)
Dry
Density
(lb/ft3 Wet Dry )
B-4 0 5 85 Silty Sandy Clay,
Dark Brown 75 172 16 96
B-4 0 5 95 Silty Sandy Clay,
Dark Brown 68 146 16 107
Please contact us if you have any questions or if we can be of further assistance.
Geotherm USA
Nimesh Patel
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2
FIELD ELECTRICAL RESISTIVITY TEST DATA
City of Industry BESS | City of Industry, Los Angeles County, California December 5, 2023 | Terracon Project No. LA235125
Array Loc.
Instrument Weather Sunny
Serial # Ground Cond. Exposed Soils
Cal. Check Tested By DM/AC
Test Date Method Wenner 4-pin (ASTM G57-06
(2012); IEEE 81-2012)
Notes &
Conflicts
Apparent resistivity is calculated as :
Measured Resistance R Apparent Resistivity
1 30 1 3 71 13640
2 61 1.5 4 20 7610
3 91 2 5 6.6 3810
6 183 3 8 2.4 2750
10 305 6 15 1.3 2550
18 549 9 23 0.8 2690
30 914 12 30 0.5 3160
40 1219 12 30 0.4 3120
50 1524 12 30 0.4 3420
70 2134 12 30 0.2 2990
100 3048 12 30 0.1 1680
Electrode Spacing a Electrode Depth b NE-SW Test
(feet) (centimeters) (inches) (centimeters)
July 14, 2021
ER-1 (34.0003, -117.9531)
MiniSting
S2107129
Due to site constraints from pedestrian and vehicle traffic, spacings 150 and 200 feet were omitted October 20, 2023
1.0 10.0
100.0
1,000.0
10,000.0
100,000.0
1 10 100 1000 10000
Electrode Spacing a (cm)
Apparent resistivity vs a spacing
NE-SW Array
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Supporting Information
Contents:
Liquefaction Analyses (5 pages)
Shaft Analyses (2 pages)
General Notes
Unified Soil Classification System
Note: All attachments are one page unless noted above.
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LIQUEFACTION ANALYSIS
LA235125
AYPA City of Industry BESS Plate A-1
Hole No.=B-5 Water Depth=14 ft Surface Elev.=351 Magnitude=6.78 Acceleration=0.852g
(ft)
0 10
20 30
40 50
60 70
Sandy Lean Clay
Silty Sand
Clayey Sand
Shear Stress Ratio
CRR CSR fs1
Shaded Zone has Liquefaction Potential
0 2
Factor of Safety Soil Description
0 1 5
Settlement
Saturated
Unsaturat.
S = 0.49 in.
0 (in.) 1
fs1=1.30
E-56
E-57
E-58
E-59
E-60
Side Resistance/F.S. (tons)
Allowable Skin Friction Depth (ft)
0 10 20 30 40 50 60 70 80 90 100 110 120 130
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Dia=2 ft
Dia=2.5 ft
Dia=3 ft
Dia=3.5 ft
Dia=4 ft
Dia=4.5 ft
Dia=5 ft
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Total Resistance/F.S. (tons)
Allowable Downward Capacity Depth (ft)
0 20 40 60 80 100 120 140 160 180 200 220
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Dia=2 ft
Dia=2.5 ft
Dia=3 ft
Dia=3.5 ft
Dia=4 ft
Dia=4.5 ft
Dia=5 ft
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Revised Geotechnical Engineering Report
City of Industry BESS and Substation | City of Industry, Los Angeles County, California 91745 December 5, 2023 | Terracon Project No. LA235125
Facilities | Environmental | Geotechnical | Materials
Unified Soil Classification System
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A
Soil Classification
Group
Symbol Group Name B
Coarse-Grained Soils:
More than 50% retained
on No. 200 sieve
Gravels:
More than 50% of
coarse fraction
retained on No. 4
sieve
Clean Gravels:
Less than 5% fines C
Cu 4 and 1 Cc 3 E GW Well-graded gravel F Cu<4 and/or [Cc<1 or Cc>3.0] E GP Poorly graded gravel F Gravels with Fines:
More than 12% fines C
Fines classify as ML or MH GM Silty gravel F, G, H
Fines classify as CL or CH GC Clayey gravel F, G, H
Sands:
50% or more of
coarse fraction
passes No. 4 sieve
Clean Sands:
Less than 5% fines D
Cu 6 and 1 Cc 3 ESW Well-graded sand I Cu<6 and/or [Cc<1 or Cc>3.0] E SP Poorly graded sand I Sands with Fines:
More than 12% fines D
Fines classify as ML or MH SM Silty sand G, H, I Fines classify as CL or CH SC Clayey sand G, H, I Fine-Grained Soils:
50% or more passes the
No. 200 sieve
Silts and Clays:
Liquid limit less than
50 Inorganic:
PI > J CL Lean clay K, L, M
PI < J ML Silt K, L, M
Organic: OL Organic clay K, L, M, N
Organic silt K, L, M, O
Silts and Clays:
Liquid limit 50 or more
Inorganic:
CH Fat clay K, L, M
MH Elastic silt K, L, M
Organic: OH Organic clay K, L, M, P Organic silt K, L, M, Q Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve. B group name. C Gravels with 5 to 12% fines require dual symbols: GW-GM wellgraded gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay. D Sands with 5 to 12% fines require dual symbols: SW-SM wellgraded sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay. E Cu = D60/D10 Cc = F If soil contains G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. H I
If soil contains J
If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K L
If soil contains 30% plus No. 200 predominantly sand, add M If soil contains 30% plus No. 200, predominantly gravel, add N PI O PI < PQ
10 60
2 30 D x D
(D )
E-64
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 F
PHASE I ESA – 16207 AND 16209 GALE
AVENUE
MARICI BATTERY ENERGY STORAGE SYSTEM FACILITY INITIAL STUDY / MITIGATED
NEGATIVE DECLARATION
CITY OF INDUSTRY
APPENDIX
PlaceWorks
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Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue
16207 and 16209 Gale Avenue
City of Industry, Los Angeles County, California
January 27, 2025 | Terracon Project No. LA247544.1
Prepared for:
Aypa Power Development, LLC
Mill Valley, California
Prepared by:
Terracon Consultants, Inc.
Colton, California
F-1
F-2
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 2 Table of Contents
Executive Summary ........................................................................ 4 Findings and Opinions ............................................................................... 4 Significant Data Gaps ................................................................................ 7 Conclusions ............................................................................................. 7
1.0 Introduction ........................................................................... 9
1.1 Site Description ................................................................................ 9
1.2 Scope of Services .............................................................................. 9
1.3 Standard of Care..............................................................................10
1.4 Additional Scope Limitations, ASTM Deviations, and Data Gaps................11
1.5 Reliance 11
1.6 Client Provided Information ...............................................................12
2.0 Physical Setting .....................................................................13
3.0 Historical Use Information .......................................................14
3.1 Historical Topographic Maps, Aerial Photographs, and Sanborn Maps ........14
3.2 Historical City Directories ..................................................................16
3.3 Site Ownership ................................................................................17
3.4 Title Search.....................................................................................17
3.5 Environmental Liens and Activity and Use Limitations.............................17
3.6 Interviews Regarding Current and Historical Site Uses............................18
3.7 Prior Report Review ..........................................................................19
4.0 Records Review .....................................................................20
4.1 Federal and State/Tribal Databases .....................................................20
4.2 Local Agency Inquiries ......................................................................28
4.3 Local Area Knowledge .......................................................................30
5.0 Site Reconnaissance ...............................................................30
5.1 General Site Information ...................................................................30
5.2 Overview of Current Site Occupants ....................................................31 F-3
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 3
5.3 Overview of Current Site Operations ...................................................31
5.4 Site Observations .............................................................................31
6.0 Adjoining Property Reconaissance.............................................34
7.0 Additional Services .................................................................35
8.0 DECLARATION .......................................................................36 Appendices
APPENDIX A Exhibit 1: Topographic Map, Exhibit 2: Site Diagram APPENDIX B Site Photographs
APPENDIX C Historical Documentation and User Questionnaire APPENDIX D Environmental Database Information
APPENDIX E Credentials
F-4
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 4 Executive Summary
This Phase I Environmental Site Assessment (ESA) was performed in accordance with our Master Services Agreement, dated September 15, 2022, and Terracon Task Order, dated September 6, 2024, and was conducted consistent with the procedures included in ASTM E1527-21, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The purpose of this ESA was to assist the client in developing information to identify recognized environmental conditions (RECs) in connection with the site as reflected by the scope of this report. The ESA was conducted under the supervision or responsible charge of Carl A. Parten, Environmental Professional. Dean O. Mantelzak performed the site reconnaissance on October 28, 2024.
Findings and Opinions
A summary of findings is provided below. It should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein.
Site Description and Use
The site is located at 16207 and 16209 Gale Avenue in the City of Industry, Los Angeles County, California 91745, and consists of an approximately 20,000-square-foot, singlestory industrial building (constructed in 1962), on an approximately 1.06-acre parcel of land, identified by Los Angeles County Assessor Identification Number (AIN): 8242-016- 044. The site is further improved with asphalt-paved parking areas and driveways, landscaping, and utilities. At the time of the visual reconnaissance, the site was observed to be occupied by Sun Hong Foods, a food distributor with operations consisting of food product warehousing, freezers, distribution, and transportation services, as well as vacant offices.
Historical Information
Based on review of the historical information, the site consisted of undeveloped and/or agricultural land from as early as 1894 until 1962, when it was developed with the existing industrial building, Ward Way, and parking lot. In 1990, the property was developed with an auxiliary roofed area and was occupied by a stainless-steel sheet metal manufacturer.
Historical information regarding on-site businesses and operations from the early 1960s to the 1970s was not available for review. Based on a review of a client provided report (Phase I Environmental Site Assessment prepared by Environmental Services, LLC, dated November 7, 2022), from an interview with the past site owner, the site was used as an auto and tent parts warehouse facility from 2009-2022, occupied by a CNC machine F-5
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 5 shop from 2009-2020, and by a stainless-steel commercial appliance manufacturer from 1970-2009.
Based on the longevity of industrial operations associated with a stainless-steel commercial appliance manufacturer (approximately 39 years), lack of information concerning waste streams for the site, irregular asphalt patching in the pavement areas identified during the site reconnaissance, and the likely use of petroleum and solvents/chemicals as part of the historical operations, the former manufacturing operations represents a REC to the site.
The surrounding properties consisted of undeveloped and/or agricultural land from as early as 1894, with the San Jose Creek to the north until 1952, when the adjoining southern and western properties were developed with a homestead. By the mid-1960s, the agricultural land was removed from the eastern, southern, and western adjoining properties, which were developed with the existing warehouses, parking lots, and Ward Way to the south. In the early 1980s the agricultural land was removed and replaced with the existing industrial warehouse and parking lot.
Historically, the site has been used for agricultural activities from at least 1928 to 1964.
In Terracon’s experience, the application of herbicides and pesticides to agricultural fields can leave trace amounts of the compounds in the shallow soil and/or groundwater; however, these residual amounts are generally below risk-based screening levels.
Indication of pesticide and/or herbicide misuse or vegetative stress were not observed on the site during the site reconnaissance. The site was redeveloped with the current commercial/industrial building in 1962, which would have involved the grading and mixing of shallow soils. The site is mostly covered with the building and associated paved parking area. Based on the development of the site, the historical agricultural use of the site does not represent a REC to the site.
Records Review
Selected federal and state environmental regulatory databases as well as responses from state and local regulatory agencies were reviewed. The site was listed in the regulatory databases under the following business:
Hal Riger (16207 Gale Avenue), identified as the site, is listed in the Facility and Manifest Data (HAZNET), and Hazardous Waste Tracking System (HWTS) regulatory databases. Based on review of the HWTS and HAZNET databases, Hal Riger was identified with EPA ID No. CAC002646109, dated from September 2009 through March 2010, with an inactive status. Waste streams identified consisted of “ignitable”; “corrosives”; “waste oil and mixed oil”; “off specification, aged, or surplus organics”; and “liquids with pH less than or equal to 2”. No indication of violations or releases were reported in the HAZNET and HWTS databases. Based on the facility’s operations, regulatory status, waste streams identified and absence of reported releases and/or violations, the Hal Riger facility does not represent a REC to the site.
F-6
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 6 Metal Cutting Service and Ceromet, Inc. (16233 & 16235 East Gale Avenue), located to the adjoining east of the site, and in a topographic up-gradient position relative to the site, were listed in the California Environmental Reporting System Hazardous Waste (CERS HAZ Waste), Statewide SLIC Cases (GEOTRACKER) (CPS-SLIC), Well Investigation Program (WIP), Hazardous Waste Tracking System (HWTS), Hazardous Waste Electronic Manifest System (E Manifest), and Resource Conservation and Recovery Act Non-Generators/No Longer Regulated (RCRA NonGen/NLR) regulatory databases.
According to the regulatory databases and a review of GeoTracker online databases, the facility was identified with CPS-SLIC Case No. T10000015653 and WIP Case List (File No. 105.0174), associated with the San Gabriel Valley (Area 4), listed above. However, based on review of the databases, the constituents of concern (PCE and TCE) were not identified; the facility was not reported as a contributor to the San Gabriel Valley (Area 4) groundwater plume; and the case was closed on May 1, 1989. Additionally, the facility was identified with CERS ID No: 10268503; Site ID No: 397476; Los Angeles County Permitted Facility; Facility ID No: 004829-105105; and active EPA ID No.
CAL000028617 (under Metal Cutting Service), dated from 1990 and last updated in September 2024, as a hazardous waste generating facility with on-site waste treatment, and waste steams identified as “universal waste”; “unspecified aqueous solution”; “waste oil and mixed oil”; “oil/water separation sludge”; and “other organic solids”.
Based on the longevity of the Metal Cutting Service operations (approximately 49 years), the likely use of solvents/chemicals as part of the current and historical operations, and the topographic up-gradient position to the site, Metal Cutting Service represents a REC to the site.
The San Gabriel Valley (Area 4), identified as encompassing the site and surrounding areas, was identified in the FINDS, ECHO, Integrated Compliance Information System (ICIS), National Priorities List (NPL), Comprehensive Environmental Response, Compensation, & Liability Information System/Superfund Enterprise Management System (CERCLIS/SEMS), US Engineering Control (EC), Records of Decision (ROD), Potentially Reliable Party (PRP), and Area of Concern (AOCONCERN) regulatory databases. The NPL database indicates that the San Gabriel Valley (Area 4) is an area where VOC contamination in groundwater is at or above the maximum contaminant level (MCL) as designated by Region 9 EPA office.
Based on a review of available records, the site appears to be within an area with impacted groundwater above MCL; therefore, the San Gabriel Valley (Area 4) represents a REC and potential vapor encroachment condition (VEC), due to the anticipated depth of groundwater in the site vicinity.
The remaining listed facilities do not constitute RECs based upon facility characteristics, distance, and/or topographic gradient in relation to the site.
F-7
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 7 Site Reconnaissance
During the site reconnaissance, three five-gallon plastic containers of paint & primer, five empty 55-gallon drums, a condenser chiller system associated with two coolers, , and interior floor drains were observed. Based on site observations, the abovementioned features do not represent a REC to the site.
In addition, intermittent areas of cracked spotty oil-stained concrete and asphalt pavement were observed in the northeastern portion of the site, and irregular patching was observed on the southern portion of the site during the site reconnaissance. The areas of staining appeared to be a result of de minimis minor leaks from vehicles and vehicle repair activities and do not constitute a REC. Based on the longevity of industrial operations associated with a stainless-steel commercial appliance manufacturer (approximately 39 years) and lack of information concerning waste streams for the site, the irregular asphalt patching in the pavement areas represent a REC to the site.
Based on site observations, RECs were identified in connection with the irregular patching as discussed in the conclusions below.
Adjoining Properties
The property to the adjoining north and northwest consists of Ardmore Home Design Warehouse and Made Goods (918 South Stimson Avenue). The property to the adjoining east consists of Metal Cutting Service (16233 and 16235 Gale Avenue). The property to the adjoining south consists of LC Electrical and Lighting Corp-Industry Branch (16211 Gale Avenue) and Crown City Furniture Manufacturing (closed, 16213 Gale Avenue).
Ward Way abuts the site to the west, followed by Pacific Tent (16203 Gale Avenue) and DPS Diesel Parts & Services (16205 Gale Avenue).
RECs were identified with the site associated with the eastern adjoining Metal Cutting Service in close proximity to the site, which is further discussed in Section 4.1.
Significant Data Gaps
No Significant Data Gaps (SDGs) were identified.
Additional Services
Per the agreed scope of services, additional services as outlined in the proposal, including items described in Section 13.0 (Non-Scope Considerations) of ASTM E1527- 21, were not conducted.
Conclusions
We have performed a Phase I ESA consistent with the procedures included in ASTM Practice E1527-21 of the Marici-City of Industry BESS – 16207 Gale Avenue, located at F-8
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 8 16207 and 16209 Gale Avenue in the City of Industry, Los Angeles County, California 91745, the site.
The following RECs, Controlled RECs (CRECs) and/or Significant Data Gaps (SDGs) were identified in connection with the site.
◼ Based on the longevity of industrial operations associated with a stainless-steel commercial appliance manufacturer (approximately 39 years), lack of information concerning waste streams for the site, irregular asphalt patching in the pavement areas during the site reconnaissance, and the likely use of petroleum and solvents/chemicals as part of the historical operations, the former manufacturing operations represents a REC to the site.
◼ Based on the longevity of the eastern adjoining Metal Cutting Service (16233 and 16235 Gale Avenue) operations (approximately 49 years), the likely use of solvents/chemicals as part of the current and historical operations and the proximity and relative topographic up-gradient position to the site, the Metal Cutting Service represents a REC to the site.
◼ Based on a review of available records, the site is located within an area with TCE and PCE impacted groundwater above MCL; therefore, the San Gabriel Valley (Area 4) represents a REC and VEC, due to the anticipated depth of groundwater in the site vicinity.
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Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 9
1.0 Introduction
1.1 Site Description
Site Name Marici-City of Industry BESS – 16207 Gale Avenue Site Location/Address
16207 and 16209 Gale Avenue in the City of Industry, Los Angeles County, California 91745;
Los Angeles County AIN: 8242-016-044.
Land Area Approximately 1.06-acres
Site Improvements
The site is improved with an approximately 20,000-squarefoot, single-story industrial building (constructed in 1962), with asphalt-paved parking areas and driveways, concretepaved loading docks, landscaping, and utilities.
Anticipated Future Site Use Development of on-site Battery Energy Storage System (BESS)
Reason for the ESA Acquisition for BESS development
The location of the site is depicted on Exhibit 1 of Appendix A, which was reproduced from a portion of the Baldwin Park and La Habra, California, USGS 7.5-minute series topographic maps (2018). The site and adjoining properties are depicted on the Site Diagram, which is included as Exhibit 2 of Appendix A.
1.2 Scope of Services
This Phase I ESA was performed in accordance with our Master Services Agreement, dated September 15, 2022, and Terracon Task Order, dated September 6, 2024, and was conducted consistent with the procedures included in ASTM E1527-21, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The purpose of this ESA was to assist the client in developing information to identify RECs in connection with the site as reflected by the scope of this report.
Recognized environmental conditions are defined by ASTM E1527-21 as “(1) the presence of hazardous substances or petroleum products in, on, or at the subject property due to a release to the environment; (2) the likely presence of hazardous substances or petroleum products in, on, or at the subject property due to a release or likely release to the environment; or (3) the presence of hazardous substances or petroleum products in, on, or at the subject property under conditions that pose a material threat of a future release to the environment.” This ESA includes consideration of the movement of hazardous substances and petroleum products in any form, including migration of vapor in the subsurface. A de minimis condition is not a recognized environmental condition.
F-10
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 10 This purpose was undertaken through user-provided information, a regulatory database review, historical and physical records review, interviews (including local government inquiries, as applicable), and a visual noninvasive reconnaissance of the site and adjoining properties. Limitations, ASTM deviations, and significant data gaps (if identified) are noted in the applicable sections of the report.
PFAS are a family of compounds which are considered emerging contaminants of concern due to their mobility and longevity in the environment. PFAS has been used in many products, including but not limited to fire-fighting foam, anti-stick coatings, stain and water-repellent coatings, electroplating, and paper products, among others. On July 8, 2024, US EPA designated two PFAS compounds, perfluorooctanoic acid (PFOA) and perfluorooctanesulfonic acid (PFOS), including their salts and structural isomers, as hazardous substances under CERCLA; accordingly, PFOA and PFOS will be evaluated within the scope of E1527-21. Please note that PFAS compounds are ubiquitous in the environment and this limited review is not to be construed as confirmation that PFAS compounds are not present in, at or under the site.
1.3 Standard of Care
This ESA was performed in accordance with generally accepted practices of this profession, undertaken in similar studies at the same time and in the same geographical area. We have endeavored to meet this standard of care, but may be limited by conditions encountered during performance, a client-driven scope of work, or inability to review information not received by the report date. Where appropriate, these limitations are discussed in the text of the report, and an evaluation of their significance with respect to our findings has been conducted.
Phase I ESAs, such as the one performed at this site, are of limited scope, are noninvasive, and cannot eliminate the potential that hazardous, toxic, or petroleum substances are present or have been released at the site beyond what is identified by the limited scope of this ESA. In conducting the limited scope of services described herein, certain sources of information and public records were not reviewed. It should be recognized that environmental concerns may be documented in public records that were not reviewed. No ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs. No warranties, express or implied, are intended or made. The limitations herein must be considered when the user of this report formulates opinions as to risks associated with the site or otherwise uses the report for any other purpose. These risks may be further evaluated – but not eliminated – through additional research or assessment. We will, upon request, advise you of additional research or assessment options that may be available and associated costs.
F-11
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 11
1.4 Additional Scope Limitations, ASTM Deviations, and Data Gaps Based upon the agreed-on scope of services, this ESA did not include subsurface or other invasive assessments, vapor intrusion assessments or indoor air quality assessments (i.e., evaluation of the presence of vapors within a building structure), business environmental risk evaluations, or other services not particularly identified and discussed herein. Credentials of the company (Statement of Qualifications) have not been included in this report but are available upon request. Pertinent documents are referred to in the text of this report, and a separate reference section has not been included. Reasonable attempts were made to obtain information within the scope and time constraints set forth by the client; however, in some instances, information requested is not, or was not, received by the issuance date of the report. Information obtained for this ESA was received from several sources that we believe to be reliable; nonetheless, the authenticity or reliability of these sources cannot and is not warranted hereunder. This ESA was further limited by the following:
◼ Reasonable attempts were made to contact the site owner; however, at the issuance of this report, an interview with the site owner was not performed.
Based on a review of other historical and regulatory information obtained as part of this ESA, the absence of this information does not constitute a significant data gap.
This report represents our service to you as of the report date and constitutes our final document; its text may not be altered after final issuance. Findings in this report are based upon the site’s current utilization, information derived from the most recent reconnaissance and from other activities described herein; such information is subject to change. Certain indicators of the presence of hazardous substances, petroleum products or PFAS compounds may have been latent, inaccessible, unobservable, or not present during the most recent reconnaissance and may subsequently become observable (such as after site renovation or development). Further, these services are not to be construed as legal interpretation or advice.
1.5 Reliance
This ESA report is 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 Consultants, Inc. (Terracon).
Reliance on the ESA by the client and all authorized parties will be subject to the terms, conditions and limitations stated in the proposal, ESA report, and Terracon’s Agreement.
The limitation of liability defined in the Agreement is the aggregate limit of Terracon’s liability to the client and all relying parties.
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Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 12 Continued viability of this report is subject to ASTM E1527-21 Section 4.6. If the ESA will be used by a different user (third party) than the user for whom the ESA was originally prepared, the third party must also satisfy the user’s responsibilities in Section 6 of ASTM E1527-21.
1.6 Client Provided Information
Prior to the site visit, Mr. Kyle Rouke, client’s representative, was asked to provide the following user questionnaire information as described in ASTM E1527-21 Section 6.
Client Questionnaire Responses
Client Questionnaire Item
Client Did
Not
Respond
Client’s Response
N/A Yes No
Actual Knowledge of Environmental Liens or Activity Use Limitations (AULs) that may encumber the site. X
Actual Knowledge of Activity Use Limitations (AULs) that may encumber the site. X
Specialized Knowledge or Experience that is material to a REC in connection with the site. X
Actual Knowledge of a Lower Purchase Price because
contamination is known or believed to be present at the site.
X*
Commonly Known or Reasonably Ascertainable
Information that is material to a REC in connection with the site.
X
Obvious Indicators of Releases at the site. X
N/A = Not Applicable
*The client answered “Yes” to the purchase price reasonably reflecting the fair market value of the property.
Terracon’s consideration of the client provided information did not identify RECs. A copy of the questionnaire is included in Appendix C.
F-13
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 13
2.0 Physical Setting
Physical Setting Information Source
Topography
Site Elevation Approximately 350 feet above
mean sea level (msl).
USGS Topographic Maps,
Baldwin Park and La Habra, California,
California Quadrangle, dated 2021-
2022
(Appendix A)
Topographic
Gradient Sloping toward the northwest.
Closest Surface
Water
The San Jose Creek Diversion
Channel (concrete-lined) is
located approximately 900 feet
northeast of the site.
Soil Characteristics
Soil Type Urban Land, Ballona-Typic
Xerorthents
Soil Survey of Los Angeles, California,
Southeastern Part (CA696);
United States Department of
Agriculture (USDA) Natural Resource
Conservation Service (NRCS);
Issued September 2023.
https://websoilsurvey.sc.egov.usda.go
v
Description
Xerorthents, fine substratum
complex soils, are well drained
with high runoff, and 0 to 5
percent slopes. The soil profile
consists of 0 to 13 inches
below ground surface (bgs)
loam, 13 to 47 inches bgs clay
loam, 47 to 57 inches bgs clay,
and 57 to 79 inches bgs clay
loam.
Ballona soils are well drained
with medium runoff, and 0 to 5
percent slopes. The soil profile
consists of 0 to 18 inches bgs
loam, 18 to 31 inches bgs clay
loam, and 31 to 79 inches bgs
clay. Parent material consists
of human-transported material
over young alluvium derived
from sedimentary rock.
Geology/Hydrogeology
Formation Quaternary alluvial deposits
(Qyf)
Geologic map of the Baldwin Park 7.5
quadrangle, Los Angeles County,
California Division of Mines and
Geology (Tan, S.S., 2000);
https://ngmdb.usgs.gov/mapview
Description
Unconsolidated, younger
(Holocene) undivided alluvial
fan and valley deposits.
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Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 14 Physical Setting Information Source
Estimated Depth to
First Occurrence of
Groundwater
Groundwater was encountered
at a depth of approximately 25
feet bgs, measured in two offsite groundwater monitoring wells (measured on March 29,
1993) located 690 feet
southwest of the site.
Water Quality Control Board
GeoTracker: Cleanup Program Site
(Global ID No. T0603703132)
7-11 #23961;
16107 Gale Avenue,
Industry, California 91745;
Narrative Work Description report;
August 2018.
GeoTracker (ca.gov)
*Hydrogeologic
Gradient Northwest
* The groundwater flow direction and the depth to shallow, unconfined groundwater, if present, would likely vary depending upon seasonal variations in rainfall and other hydrogeological features. Without the benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater depth and flow direction beneath the site cannot be directly ascertained.
3.0 Historical Use Information
Terracon reviewed the following historical sources to develop a history of the previous uses of the site and surrounding area, in order to help identify RECs associated with past uses. Copies of selected historical documents are included in Appendix C.
3.1 Historical Topographic Maps, Aerial Photographs, and Sanborn Maps
Readily available historical USGS topographic maps, selected historical aerial photographs (at approximately 10-to-15-year intervals) and historical fire insurance maps produced by the Sanborn Map Company were reviewed to evaluate land development and obtain information concerning the history of development on and near the site. Reviewed historical topographic maps and aerial photographs are summarized below.
Historical fire insurance maps produced by the Sanborn Map Company were requested from Environmental Data Resources, Inc. (EDR) to evaluate past uses and relevant characteristics of the site and surrounding properties. Based upon inquiries to the above-listed Sanborn provider, Sanborn maps were not available for the site. ◼ Topographic maps:
o Pomona, California; published in 1894, 1897, 1898, and 1904 (1:62,500) o Anaheim, California; published in 1896, 1898, and 1901 (1:62,500) F-15
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 15 o Corona, California; published in 1902 (1:125,000)
o La Habra, California; published in 1927; photo revised in 1950 from 1947 aerial photographs; photo revised in 1952 from 1947 aerial photographs; photo revised in 1964 from 1963 aerial photographs; photo revised in 1972 from 1972 aerial photographs; photo revised in 1974 from 1974 aerial photographs; photo revised in 1981 from 1981 aerial photographs; ; published in 2012, 2015, 2018, and 2022 (1:24,000)
o Puente, California; published in 1927 (1:24,000)
o Coyote Hills, California, published in 1935 (1:31,680) o Anaheim, California, published in 1942 (1:50,000)
o Baldwin Park, California; photo revised in 1953 from 1952 aerial photographs; photo revised in 1966 from 1964 aerial photographs; photo revised in 1972 from 1972 aerial photographs; photo revised in 1981 from 1978 aerial photographs; published in 2012, 2015, 2018, and 2021 (1:24,000)
◼ Aerial photographs:
o FAIR; 1928; 1”=500’
o USDA; 1938, 1952, 1990, and 2002; 1”=500’
o USGS; 1964; 1”=500’
o EDR Proprietary Brewster pacific; 1970, 1977, 1981, 1983; 1”=500’ o USGS/DOQQ; 1994; 1”=500’
o USDA/NAIP; 2005, 2009, 2012, 2016, and 2020, 1”=500’
Historical Maps and Aerial Photographs
Direction Description
Site
Undeveloped land (1894-1927); agricultural land (1928-1952); developed with existing industrial building, Ward Way, and parking lot (1964-1983); developed with additional auxiliary roofed area (1990-2020).
North
Undeveloped land (1894-1927); agricultural land (1928-1981); agriculture removed, developed with existing industrial warehouse and parking lot (1983- 2020).
East Undeveloped land (1894-1927); agricultural land (1928-1952); developed with existing industrial building and parking lot (1964-2020).
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Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 16 Direction Description
South
Undeveloped land (1894-1927); agricultural land (1928-1952); developed with homestead (1952); agriculture removed, developed with existing industrial warehouse, parking lot, and Ward Way (1964-2020).
West
Undeveloped land (1894-1927); agricultural land (1928-1952); developed with homestead (1952); agriculture removed, developed with existing industrial warehouses and parking lot (1964-2020).
Historically, the site has been used for agricultural activities from at least 1928 to 1952.
In Terracon’s experience, the application of herbicides and pesticides to agricultural fields can leave trace amounts of the compounds in the shallow soil and/or groundwater; however, these residual amounts are generally below risk-based screening levels.
Indications of pesticide and/or herbicide misuse or vegetative stress were not observed on the site during the site reconnaissance. The site was redeveloped as an industrial facility in 1962, which would have involved the grading and mixing of shallow soils. The site is mostly covered with the building and associated paved parking area. Based on the development of the site, the historical agricultural use of the site does not represent a REC to the site.
3.2 Historical City Directories
The EDR Digital Archive, Cole Information, Haines & Company, Inc., Pacific Bell, Pacific Telephones, R. L. Polk & Co., GTE, The Pacific Telephone & Telegraph Company, Los Angeles Directory Co., and Southern California Telephone Co. city directories used in this study were made available through EDR (selected years reviewed: 1920-2020) and were reviewed at approximate five-year intervals, if readily available. Gale Avenue listings were not available prior to 1971. The current street address for the site was identified as 16207 Gale Avenue and 16209 Gale Avenue.
Historical City Directories
Direction Description
Site
16207 Gale Avenue: No listings (1920-2020).
16209 Gale Avenue: No listings (1920-2020).
16209 Ward Way: No listings (1920-2013); AFB Enterprise (2014); No listings (2015-2020).
North
918 South Stimson Avenue: No listings (1920-1956); Thos Torres (1957- 1959); Virgil Scott (1960); Lucas Wall, Raymond Smith (1966-1984); United Stationers (1985-2003); no listings (2004-2020).
East
16233 Gale Avenue: No listings (1920-1975); Metal Cutting Service (1976- 2020).
16235 Gale Avenue: No listings (1920-2020).
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Facilities | Environmental | Geotechnical | Materials 17 Direction Description
South
16211 Gale Avenue: No listings (1920-2002); S Buccola’s (2003); No listings (2004-2020).
16213 Gale Avenue: No listings (1920-1970); Allan Keith Corporation (1971- 1994), Jamestown West (1995-2002); Buccola Manufacturing Inc., Crown City Furniture Manufacturing, Jamestown West (2003-2004); Crown City Furniture, Buccola Manufacturing Inc. (2005-2009); Jamestown West, Crown City Table Inc., Crown City Furniture Manufacturing, Buccola Manufacturing Inc. (2010- 2013), Crown City Furniture Manufacturing, Jamestown West, Buccola Manufacturing Inc. (2014); No listings (2015-2020).
West
16203 Gale Avenue: No listings (1920-2002); Boar 8 One Inc., Canalel (2003); B One Enterprises (2010); No listings (2011-2020). 16203 Ward Way: No listings (1920-2013); Pacific Tent Events Inc. (2014- 2020).
16205 Ward Way: No listings (1920-2004); Mil Spec Pack, Krall Cast (2005- 2009); Krallcast (2010-2020).
16207 Ward Way: No listings (1920-1965); Jer Marai Lingerie (1966-1994); LVI Inc. (1992-2005); Canyon Swiss Inc. (2010-2014); No listings (2016- 2020).
The above underlined and italicized addresses and facilities were listed in the regulatory databases.
3.3 Site Ownership
Based on a review of client-provided title documents (issued by Stewart Title Guaranty Company, dated September 10, 2024 and First American Title dated February 2, 2024), the site, located at 16207 Gale Avenue, City of Industry, California 91745 (AIN: 8242- 016-044), is currently owned by DPAH Investment LLC, a California Limited Liability Company.
3.4 Title Search
A title search was not included as part of the scope of services; however, based on review of client-provided title documents (identified above), the title documents issued by Stewart Title Guaranty Company, indicated that prior owners included LVI Food Service Equipment; Trinh, LLC; and Riger Investment Properties.
3.5 Environmental Liens and Activity and Use Limitations Based on review of client-provided title documents (identified above), the title documents issued by Stewart Title Guaranty Company did not identify environmental liens or activity and use limitations. Additionally, the EDR regulatory database report included a review of both Federal and State Engineering Control (EC) and Institutional F-18
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Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 18 Control (IC) databases. Based on a review of the database report, the site is not listed on the EC or IC databases; however, the site is located within the San Gabriel Valley (Area 4), identified as encompassing the site and surrounding areas, which is identified in the regulatory databases as having an EC (further discussed in Section 4.1). Please note that in addition to these federal and state listings, AULs can be recorded at the county and municipal level that may not be listed in the regulatory database report.
Environmental lien and activity and use limitation records recorded against the site were not provided by the client. At the direction of the client, performance of a review of these records was not included as part of the scope of services and unless notified otherwise, we assume that the client is evaluating this information outside the scope of this report.
3.6 Interviews Regarding Current and Historical Site Uses The following individuals were interviewed regarding the current and historical use of the site.
Interviews
Interviewer Name / Contact
Method Title Date
Dean
Mantelzak
Steven Lazerus /
(626) 755-4474
Broker, Lazerus
Properties November 1, 2024
Dean
Mantelzak
David Viel /
(626) 333-4051
President and
Owner, Metal
Cutting Service
November 5, 2024
Terracon interviewed Mr. Lazerus, Broker, during the site reconnaissance. Mr. Lazerus indicated that he has been familiar with the site since purchasing it in 2022, and is unaware of the previous owners. He mentioned that the on-site operations consisted of permitted food storage and distribution operations. Mr. Lazerus also stated that other on-site features included a chiller condenser system and water heater, and that Waste Management picks up trash cans once a week. Additionally, Mr. Lazerus indicated that a prior Phase I Environmental Site Assessment was completed for the site in 2022, with no identified RECs. This Prior Report is further discussed below in Section 3.7.
Mr. Lazerus did not have knowledge of environmental liens or AULs encumbering the site or in connection with it. He was also not aware of environmental concerns associated with the site, nor any pending, threatened, or past environmental litigation, possible violations of environmental laws, possible environmental liability, or potential environmental concerns.
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Facilities | Environmental | Geotechnical | Materials 19 Terracon also interviewed Mr. Viel, president and owner of the eastern adjoining Metal Cutting Service about the site. Mr. Viel noted that the site had been occupied by a sheet metal manufacturing company, but was unaware of any other owners.
3.7 Prior Report Review
Terracon requested the client provide any previous environmental reports, permits, registrations, and geotechnical reports they are aware of for the site. A previous report was provided by the client to Terracon for review.
◼ Phase I Environmental Site Assessment
16207 East Gale Avenue
Industry, California 91745
Dated: November 7, 2022
Prepared by: Environmental Services, LLC.
For: East West Bank
Environmental Services, LLC. completed a Phase I ESA in November 2022. The area assessed consisted of the same general area as the current site. According to the report, the site was unoccupied (16207 East Gale Avenue), and operations appeared to consist of office, storage, and warehouse use.
Based on a 2022 interview with Frank Trinh, the past site owner, Environmental Services, LLC noted that the site was used as an auto and tent parts warehouse facility from 2009- 2022, occupied by a CNC machine shop from 2009-2020, and by a stainless-steel commercial appliance manufacturer from 1970-2009.
Based on a review of the findings and conclusions, Environmental Services, LLC. did not identify RECs, HRECs and/or CRECs associated with the site; however, Environmental Services, LLC. identified the site as being located within the San Gabriel Valley, Puente Valley Operable Unit (Area 4) Superfund site. According to Environmental Services, LLC., the site was not listed as a potentially responsible party (PRP). Based on the impact’s regulatory oversight, relative topographic position, and distance relative to the site, Environmental Services, LLC. concluded that the San Gabriel Valley (Area 4) was not a REC. Environmental Services, LLC. did not recommend additional investigation.
Based on a review of a client provided report (Phase I Environmental Site Assessment prepared by Environmental Services, LLC, dated November 7, 2022), from an interview with the past site owner, the site was used as an auto and tent parts warehouse facility from 2009-2022, occupied by a CNC machine shop from 2009-2020, and by a stainlesssteel commercial appliance manufacturer from 1970-2009.
Based on the longevity of industrial operations associated with a stainless-steel commercial appliance manufacturer (approximately 39 years) and lack of information concerning waste streams for the site, irregular asphalt patching in the pavement areas, F-20
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Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 20 the likely use of petroleum and solvents/chemicals as part of the historical operations represents a REC to the site.
4.0 Records Review
Regulatory database information was provided by EDR, a contract information services company in a report dated September 19, 2024. The purpose of the records review was to identify RECs in connection with the site. Information in this section is subject to the accuracy of the data provided by the information services company and the date at which the information is updated. The scope herein did not include confirmation of facilities listed as "unmappable" by regulatory databases.
In some of the following subsections, the words up-gradient, cross-gradient, and downgradient refer to the topographic gradient in relation to the site. As stated previously, the groundwater flow direction and the depth to shallow groundwater, if present, would likely vary depending upon seasonal variations in rainfall and the depth to the soil/bedrock interface. Without the benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater depth and flow direction beneath the site cannot be directly ascertained.
4.1 Federal and State/Tribal Databases
Terracon reviewed standard federal, state, and tribal environmental record sources within the approximate minimum search distances as required by ASTM E1527-21 and presented in Table 2 of Section 8.0 of the Standard (Types of Government Records to be Reviewed). Further, to enhance and supplement the standard environmental record sources, Terracon reviewed additional federal, state, tribal, local, and proprietary environmental record sources, provided by the database firm, if potentially useful and reasonably ascertainable. Please refer to Appendix D (the environmental regulatory database report) for the number of listings within each database reviewed and database definitions and descriptions.
Due to conversion of address data to location coordinates and the accuracy of government records, the facility locations depicted in the environmental regulatory database report may not match actual physical locations. As such, Terracon attempted to field-verify the actual distances of facilities of concern from the site.
The site was listed in the regulatory databases.
The following table summarizes the site-specific information provided by the database and/or gathered by this office for identified facilities. Facilities within 500 feet of the site, are listed in order of proximity to the site. Additional discussion for the site follows the summary table.
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Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 21 Listed Facilities
Facility Name and
Location Estimated Distance /
Direction / Gradient
Database
Listings
Findings
Summary
Hal Riger
16207 Gale Avenue
Site HAZNET, HWTS Not a REC,
discussed below.
San Gabriel Valley (Area
4)
Stimpson Avenue & Old
Valley Road)
Encompasses the site
AOCONCERN,
NPL, SEMS, US
ENG Controls,
ROD, ICIS, PRP
REC, discussed
below.
Metal Cutting Service
and Ceromet Inc.
(DEST)
16233 East Gale Avenue
& 16235 East Gale
Avenue
Adjoining / East and
southeast / Up-gradient
E MANIFEST,
HWTS, RCRA
NonGen / NLR,
CERS HAZ
WASTE, CPSSLIC, WIP
REC, discussed
below.
United
Stationers/Challenger
Enterprises Inc.
918 South Stimson
Avenue
Adjoining / North and
northwest / DowngradientWIP, CPS-SLIC Not a REC,
discussed below.
Orbis Industries Inc Dba
Diato / Krall Cast inc. /
Dps Diesel Parts &
Service
16205 Ward Way
Adjoining / Westnorthwest / Downgradient
CPS-SLIC, WIP,
RCRA NonGen /
NLR, E
MANIFEST, HWTS
Not a REC,
discussed below.
Future Hitech Planning /
Canyon Swiss Inc /
L.V.I. - Paul Taylor Ent.
Inc.
16207 Ward Way
Adjoining / Southwest /
Cross-gradient
HWTS, RCRA
NonGen / NLR,
HWTS, WIP, CPSSLIC
Not a REC,
discussed below.
Buccola Manufacturing
Inc / Crown City
Furniture Manufacturing
16213 East Gale Avenue
Adjoining / South / Up- to
Cross-gradient
DRYCLEANERS,
HWTS, WIP, CPSSLIC
Not a REC,
discussed below.
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Facilities | Environmental | Geotechnical | Materials 22 Facility Name and
Location Estimated Distance /
Direction / Gradient
Database
Listings
Findings
Summary
White & Blue Lion Inc.
16265 Gale Avenue
100 feet / East / Upgradient HWTS
Not a REC, based
on database
review,
regulatory
status, and
distance from
the site.
Sun Belt Rentals
16157 Gale Avenue
115 feet / Southwest /
Cross-gradient HWTS
Not a REC, based
on database
review, distance,
and topographic
cross-gradient
position relative
to the site.
Southern California Gas
Company
920 South Stimson
Avenue
165 feet / West / Downgradient
CERS HAZ
WASTE, CERS
TANKS, HIST
UST, SWEEPS
UST, UST, HWTS,
Cortese, LUST,
UST FINDER
RELEASE, E
MANIFEST, RCRASQG
Not a REC,
discussed below.
M.G. Comfort Apparel
Inc. / Phillips Machine &
Welding / PMW
Manufacturing
16119 East Gale Avenue
255 feet / Southwest /
Cross-gradient
CPS-SLIC,
DRYCLEANERS,
HWTS, E
MANIFEST, RCRA
NonGen / NLR,
WIP
Not a REC, based
on database
review, distance,
and topographic
cross-gradient
position relative
to the site.
Phillips Aerospace
16125 East Gale Avenue
255 feet / Southwest /
Cross-gradient
HWTS, E
MANIFEST, RCRA
NonGen / NLR
Not a REC, based
on database
review, distance,
and topographic
cross-gradient
position relative
to the site.
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Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 23 Facility Name and
Location Estimated Distance /
Direction / Gradient
Database
Listings
Findings
Summary
Southern California
Edison (SCE) Walnut
Substation
16333 Gale Avenue
440 feet / East / Up- to
Cross-gradient
AST, CA FID UST,
CERS HAZ Waste,
CERS Tanks,
Cortese, E
Manifest, HIST
UST, LUST, UST,
UST Finder
Release, RCRALQG, SWEEPS
UST
Not a REC, based
on database
review, distance,
and topographic
down-gradient
position relative
to the site.
Hal Riger (16207 Gale Avenue)
Hal Riger (16207 Gale Avenue), identified as the site, is listed in the Facility and Manifest Data (HAZNET), and Hazardous Waste Tracking System (HWTS) regulatory databases. Based on review of the HWTS and HAZNET databases, Hal Riger was identified with EPA ID No. CAC002646109, dated from September 2009 through March 2010, with an inactive status. Waste streams identified consisted of “ignitable”; “corrosives”; “waste oil and mixed oil”; “off specification, aged, or surplus organics”; and “liquids with pH less than or equal to 2”. No indication of violations or releases were reported in the HAZNET and HWTS databases. Based on the facility’s regulatory status, waste streams identified and absence of reported releases and/or violations, the Hal Riger facility does not represent a REC to the site.
Metal Cutting Service and Ceromet Inc. (DEST) (16233 East Gale Avenue & 16235 East Gale Avenue (16233 East Gale Avenue & 16235 East Gale Avenue) Metal Cutting Service and Ceromet, Inc., located to the adjoining east of the site, and in a topographic up-gradient position relative to the site, were listed in the California Environmental Reporting System Hazardous Waste (CERS HAZ Waste), Statewide SLIC Cases (GEOTRACKER) (CPS-SLIC), Well Investigation Program (WIP), Hazardous Waste Tracking System (HWTS), Hazardous Waste Electronic Manifest System (E Manifest), and Resource Conservation and Recovery Act Non-Generators/No Longer Regulated (RCRA NonGen/NLR) regulatory databases. According to the regulatory databases and a review of GeoTracker online databases, the facility was identified with CPS-SLIC Case No.
T10000015653 and WIP Case List (File No. 105.0174), associated with the San Gabriel Valley (Area 4), listed above. However, based on review of the databases, the constituents of concern (PCE and TCE) were not identified; the facility was not reported as a contributor to the San Gabriel Valley (Area 4) groundwater plume; and the case was closed on May 1, 1989. Additionally, the facility was identified with CERS ID No:
10268503; Site ID No: 397476; Los Angeles County Permitted Facility; Facility ID No:
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Facilities | Environmental | Geotechnical | Materials 24 004829-105105; and active EPA ID No. CAL000028617 (under Metal Cutting Service), dated from 1990 and last updated in September 2024, as a hazardous waste generating facility with on-site waste treatment, and waste steams identified as “universal waste”; “unspecified aqueous solution”; “waste oil and mixed oil”; “oil/water separation sludge”; and “other organic solids”. Based on the longevity of the Metal Cutting Service operations (approximately 49 years), the likely use of solvents/chemicals as part of the current and historical operations, and the topographic up-gradient position to the site, Metal Cutting Service represents a REC to the site.
San Gabriel Valley (Area 4) (Stimson Avenue and Old Valley Boulevard) The San Gabriel Valley (Area 4), also known as Puente Valley Operable Unit, identified as encompassing the site and surrounding areas, was identified in the Integrated Compliance Information System (ICIS), National Priorities List (NPL), Comprehensive Environmental Response, Compensation, & Liability Information System/Superfund Enterprise Management System (CERCLIS/SEMS), US Engineering Control (EC), Records of Decision (ROD), Potentially Reliable Party (PRP), and Area of Concern (AOCONCERN) regulatory databases. The NPL database indicates that the San Gabriel Valley (Area 4) is an area where VOC contamination in groundwater is at or above the maximum contaminant level (MCL) as designated by Region 9 EPA office (EPA ID No. CAD980817985).
Based on a review of the NPL listing, the San Gabriel Valley (Area 4) is a groundwater plume that runs along the axis of the San Jose Creek in the San Gabriel ground water basin in the La Puente area of Los Angeles County, California. The plume is approximately one mile long and one mile wide. According to sampling and analyses conducted by State agencies and local water supply companies, groundwater within the site area is contaminated with perchloroethylene (PCE), carbon tetrachloride and trichloroethylene (TCE). Multiple public water wells in the area exceed the EPA Suggested No Adverse Response Levels (SNARL) for TCE and PCE. Cities and public water companies in the area have tested to ensure that their water supplies contain less than 5 parts per billion (ppb) of TCE, a level considered safe for human consumption. When alternative methods of reducing the TCE level below 5 ppb are not effective, wells are removed from service. This area, along with three other San Gabriel Valley areas, was added to the NPL in May 1984. In 1985, the California Regional Water Quality Control Board began its Well Investigation Program (WIP) to identify potential sources of groundwater contamination detected in water supply wells. In 1989, the EPA entered into a cooperative agreement to expand the WIP program to evaluate the nature and extent of contamination in the San Gabriel Valley. As part of this effort, numerus facilities in the area were evaluated with regard to their potential to be a contributor of the regional groundwater impacts. In September 1998, the Record of Decision (ROD) document was signed.
Based on a review of available records, the site appears to be within an area with impacted groundwater above MCL; therefore, the San Gabriel Valley (Area 4) represents F-25
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Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 25 a REC and a potential vapor encroachment condition (VEC) to the site due to the anticipated depth of groundwater in the site vicinity.
United Stationers and Challenger Enterprises, Inc. (918 South Stimson Avenue) United Stationers and Challenger Enterprises, Inc., identified to the adjoining north and northwest of the site, and in a topographic down-gradient position relative to the site, were listed in the CPS-SLIC and WIP regulatory databases. According to the regulatory databases and a review of GeoTracker online databases, the facility was identified with CPS-SLIC Case No. T10000015752 and WIP Case List (File No. 105.0292), associated with the San Gabriel Valley (Area 4), listed above. However, based on review of the databases, the constituents of concern (PCE and TCE) were not identified; the facility was not reported as a contributor to the San Gabriel Valley (Area 4) groundwater plume; and the case was closed on August 27, 1991. Based on review of the regulatory databases and GeoTracker database, clean-up case closure with regulatory oversight indicating the facility was not a contributor to the TCE/PCE regional plume, and topographic down-gradient position relative to the site, indication of RECs were not identified with Challenger Enterprises, Inc. and United Stationers.
Orbis Industries, Inc., dba Diato; Krall Cast, Inc.; and DPS Diesel Parts & Service (16205 Ward Way)
Orbis Industries, Inc., dba Diato; Krall Cast, Inc.; and DPS Diesel Parts & Service, identified to the adjoining west-northwest of the site, and in a topographic downgradient position relative to the site, were listed in the RCRA NonGen/NLR, CPS-SLIC, and WIP regulatory databases. According to the regulatory databases and a review of GeoTracker online databases, the facility was identified with CPS-SLIC Case No.
T10000015666 and WIP Case List (File No. 105.0193), associated with the San Gabriel Valley (Area 4), listed above. However, based on review of the databases, the constituents of concern (PCE and TCE) were not identified; the facility was not reported as a contributor to the San Gabriel Valley (Area 4) groundwater plume; and the case was closed on January 1, 1996. Based on review of the regulatory databases and GeoTracker database, clean-up case closure with regulatory oversight indicating the facility was not a contributor to the TCE/PCE regional plume, and topographic down-gradient position relative to the site, indication of RECs were not identified with Orbis Industries, Inc., dba Diato and Krall Cast, Inc.
Future Hitech Planning and L.V.I.-Paul Taylor Ent., Inc. (16207 Ward Way) Future Hitech Planning and L.V.I.-Paul Taylor Ent., Inc., identified to the adjoining southwest of the site, and in a topographic cross-gradient position relative to the site, were listed in the RCRA NonGen/NLR, CPS-SLIC, and WIP regulatory databases.
According to the regulatory databases and a review of GeoTracker online databases, the facility was identified with CPS-SLIC Case No. T10000015636 and WIP Case List (File No. 105.0151), associated with the San Gabriel Valley (Area 4), listed above. However, F-26
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Facilities | Environmental | Geotechnical | Materials 26 based on review of the databases, the constituents of concern (PCE and TCE) were not identified; the facility was not reported as a contributor to the San Gabriel Valley (Area 4) groundwater plume; and the case was closed on October 18, 1996. Based on review of the regulatory databases and GeoTracker database, clean-up case closure with regulatory oversight indicating the facility was not a contributor to the TCE/PCE regional plume, and topographic cross-gradient position relative to the site, indication of RECs were not identified with the Future Hitech Planning and L.V.I.-Paul Taylor Ent., Inc. listings.
Buccola Manufacturing, Inc. and Crown City Furniture Manufacturing (16213 East Gale Avenue)
Buccola Manufacturing, Inc. and Crown City Furniture Manufacturing, identified to the adjoining south of the site, and in a topographic up- to cross-gradient position relative to the site, were listed in the HWTS, DRYCLEANERS, CPS-SLIC, and WIP regulatory databases. According to the regulatory databases and a review of GeoTracker online databases, Buccola Manufacturing, Inc was identified with CPS-SLIC Case No.
T10000015544 and WIP Case List (File No. 105.0046); and Crown City Furniture Manufacturing was identified with CPS-SLIC Case No. T10000015562 and WIP Case List (File No. 105.0071), associated with the San Gabriel Valley (Area 4), listed above.
However, based on review of the databases, the constituents of concern (PCE and TCE) were not identified; the businesses were not reported as a contributor to the San Gabriel Valley (Area 4) groundwater plume. The Buccola Manufacturing, Inc. case was closed on June 29, 1995, and the Crown City Furniture Manufacturing case was closed on March 17, 1997, with regulatory oversight indicating the facility was not a contributor to the TCE/PCE regional plume.
Additionally, Buccola Manufacturing, Inc. was identified as a drycleaning facility, with NAICS Code: 7211, as a “Power Laundries, Family and Commercial” business; NAICS Code: 81232 as a “Drycleaning and Laundry Services (except Coin-Operated)” business; and NAICS Code: 337121 as a “Upholstered Household Furniture Manufacturing” business. Based on review of the HWTS and HAZNET databases, 1990 through June 30, 2017, the business was identified with EPA ID No. CAL000028441, as facility with Non RCRA waste streams that consisted of “Unspecified organic liquid mixture”; “Offspecification, aged or surplus organics”; and “Unspecified solvent mixture”; and RCRA waste streams that consisted of “ignitable”. Waste manifests obtained from the HWTS online database reported the waste flammables as “Waste flammable liquids N.O.S.”, and “Enamel paint, Petroleum Distillates” in the quantity of 330-gallons in 2011; 55-gallons in 2006 and 2007, and 165-gallons in 2004. Halogenated solvent usage such as TCE and PCE, which are typically associated with drycleaning facilities, were not reported in the regulatory databases or waste manifests obtained. No indication of compliance violations were reported in the HAZNET and HWTS databases. Based on review of the regulatory databases and GeoTracker database, clean-up case closure with regulatory oversight indicating the facility was not a contributor to the TCE/PCE regional plume, and absence F-27
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Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 27 of PCE and TCE reported use or release, the Buccola Manufacturing, Inc. and Crown City Furniture Manufacturing listing do not represent a REC to the site.
Southern California Gas Company (920 South Stimson Avenue) Southern California Gas Company, located approximately 165 feet west of the site and in a topographic down-gradient position relative to the site, was listed in the CERS HAZ WASTE, CERS TANKS, Facility Inventory Database (CA FID UST), Statewide Environmental Evaluation Planning System Underground Storage Tank (SWEEPS UST), UST, HWTS, “Cortese” Hazardous Waste & Substances Site List (Cortese), Leaking Underground Storage Tanks (LUST), UST Finder Releases Databases (UST FINDER RELEASE), E MANIFEST, and RCRA-Small Quantity Generator (RCRA-SQG) regulatory databases. Based on review of the regulatory databases and the GeoTracker online database, the facility (which operates a 10,000-gallon gasoline UST, dispenser under a canopy, and associated product piping) was identified as a LUST Cleanup Site (Global ID No: T0603716061) for a gasoline release, in February 2008, when benzene-impacted groundwater, at concentrations of 1.9 micrograms per kilograms (µ/Kg) was identified at the facility. Based on the analytical data, the case was reported by the State of California Environmental Protection Agency and Los Angeles Regional Water Quality Control Board as “low risk”, with the lateral and vertical extent of impact reported as “adequately defined” and “the residual soil and groundwater contamination would not cause any human health and environmental risk”, and the LUST case was closed with no further action (NFA) letter, dated January 25, 2010. Based on review of the regulatory databases and GeoTracker online database, the LUST case closure with local agency oversight, distance, and topographic down-gradient position relative to the site, the Southern California Gas Company case listings do not represent a REC to the site.
The remaining facilities listed in the database report do not appear to represent RECs to the site at this time based upon regulatory status, apparent topographic gradient, and/or distance from the site.
Unmapped facilities are those that do not contain sufficient address or location information to evaluate the facility listing locations relative to the site. The report listed seven facilities in the unmapped section. Determining the location of unmapped facilities is beyond the scope of this assessment; however, the facility was not identified as the site or adjoining properties.
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Facilities | Environmental | Geotechnical | Materials 28
4.2 Local Agency Inquiries
Agency Contacted/
Contact Method Response
South Coast Air Quality Management
District (SCAQMD) /
Online portal:
https://www.aqmd.gov/nav/onlineservices/public-records Facility Information Detail (F.I.N.D.) /
Online portal:
F.I.N.D. (aqmd.gov)
On October 1, 2024, the SCAQMD responded
that no records were found associated with
the site.
On October 1, 2024, an online records search
of the F.I.N.D. database, indicated that no
records were found associated with the site.
Los Angeles County Public Works
Department/ Online portal:
https://dpw.lacounty.gov/epd/CleanLA/Open
FileReview.aspx
On September 19, 2024, an online search of
the Public Works Department indicated that no
records were found associated with the site.
Los Angeles County of Public Works Bureau
of Sanitation, Industrial Waste (LACSD) /
E-mail online form:
[email protected]
On September 19, 2024, an online search of
the LACSD indicated that no records were
found associated with the site.
Los Angeles County Health Hazardous
Materials Division (Fire Dept) /
Online portal:
https://www.fire.lacounty.gov/hhmd/publi
c-records-requests
On September 19, 2024, the Los Angeles
County Fire department responded that no
records were found associated with the site.
County of Los Angeles Public Health
Department / Email Form:
[email protected]
On October 1, 2024, the Los Angeles County
Health department responded that no records
were found associated with the site.
Los Angeles Regional Water Quality
Control Board (RWQCB) /
E-mail:
[email protected]
On September 27, 2024, the RWQCB
responded that no records were found
associated with the site.
State Water Resources Control Board;
GeoTracker /
Online portal:
http://geotracker.waterboards.ca.gov
On October 7, 2024, an online records search
of the GeoTracker database indicated that no
records were found specifically on the site
addresses; however, the site was identified as
being located within the San Gabriel Valley
(Area 4) Superfund site (also known as Puente
F-29
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 29 Agency Contacted/
Contact Method Response
and
California Storm Water Multiple Application
& Report Tracking System (SMART) /
Online portal:
https://smarts.waterboards.ca.gov/smarts
/PublicDataAccess
Valley Operable Unit. The San Gabriel Valley
(Area 4) is further addressed in Section 4.1.
On October 7, 2024, an online records search
of the SMART databases, indicated that no
records were found associated with the site.
DTSC Chatsworth Office /
E-mail:
[email protected]
DTSC EnviroStor Database /
Online portal:
www.envirostor.dtsc.ca.gov
DTSC-HWTS /
Online portal:
https://hwts.dtsc.ca.gov
On October 1, 2024, the DTSC-Chatsworth
office, responded that no records were found
associated with the site.
On October 7, 2024, an online records search
of the EnviroStor database indicated that no
records were found specifically on the site
addresses; however, the site was identified as
being located within the San Gabriel Valley
(Area 4) Superfund site (also known as Puente
Valley Operable Unit. The San Gabriel Valley
(Area 4) is further addressed in Section 4.1.
On October 7, 2024, an online search of the
DTSC-HWTS database identified the following
records associated with the site:
o 16207 Gale Avenue: Identified under
business name “Hal Riger”; EPA ID No.
CAC002646109; inactive status; dated
from September 2009 through March
2010; waste streams identified
consisted of “ignitable”; “corrosives”;
“waste oil and mixed oil”; “off
specification, aged, or surplus
organics”; and “liquids with pH less
than or equal to 2”.
Indication of RECs were not identified with
the listing.
City of Industry /
Online portal:
City of Industry, CA | Home
On October 1, 2024, the City of Industry
responded with records that consisted of the
following:
o Building permits for improvements
(occupant: LVI Food Service
Equipment), dated from 2003-2004.
F-30
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 30
4.3 Local Area Knowledge
Based on a review of the California Department of Conservation, Geologic Energy Management Division well finder website (CalGEM GIS), the site is not identified within an oil field and there are no active or plugged oil production wells located at the site or adjoining properties.
Terracon researched on-line at the State Resources Water Control Board (SRWCB) GeoTracker database – Land Disposal Sites and landfills were not identified on-site or in the site vicinity.
5.0 Site Reconnaissance
5.1 General Site Information
Information contained in this section is based on a visual reconnaissance conducted while walking through the site and the accessible interior areas of structures, if any, located on the site. The site and adjoining properties are depicted on the Site Diagram, which is included in Exhibit 2 of Appendix A. Photo documentation of the site at the time of the visual reconnaissance is provided in Appendix B. Credentials of the individuals planning and conducting the site visit are included in Appendix E.
General Site Information
Site Reconnaissance
Field Personnel Dean Mantelzak
Reconnaissance Date October 28, 2024
Weather Conditions 72 °F / Cloudy
Site Contact/Title Steven Lazerus / Broker Lazerus Properties Building Description
Building
Identification
Building
Use
Approx.
Construction
Date
Number
of Stories
Approx.
Size
(ft²)
Agency Contacted/
Contact Method Response
The city records are included in
Appendix C.
RECs were not identified.
F-31
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 31 Site Reconnaissance
16207 Gale Avenue
Currently Sun Hong
Foods and vacant
office; past use by
LVI Food Service
Equipment; a
trucking/freight
hauling business
1962 1 20,000
Site Utilities
Drinking Water City of Industry Public Utilities
Wastewater City of Industry Public Utilities
Electric Southern California Edison (SCE)
Natural Gas Southern California Gas Company (SoCalGas)
5.2 Overview of Current Site Occupants
At the time of the visual reconnaissance, the site was observed to be occupied by Sun Hong Foods and a vacant office.
5.3 Overview of Current Site Operations
On-site operations consisted of food product warehousing, freezers, distribution, and transportation services.
5.4 Site Observations
The following table summarizes site observations and interviews. Affirmative responses (designated by an “X”) are discussed in more detail following the table.
Site Characteristics
Category Item or Feature
Observed
or
Identified
Site Operations,
Processes, and
Equipment
Emergency generators
Elevators
Air compressors
Hydraulic lifts
Dry cleaning
Photo processing
Ventilation hoods and/or incinerators
F-32
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 32 Category Item or Feature
Observed
or
Identified
Waste treatment systems and/or water treatment systems
Heating and/or cooling systems
Paint booths
Sub-grade mechanic pits
Wash-down areas or carwashes
Pesticide/herbicide production or storage
Printing operations
Metal finishing (electroplating, chrome plating, galvanizing, etc.)
Salvage operations
Oil, gas, or mineral production
Other processes or equipment
Aboveground
Chemical or
Waste Storage
Aboveground storage tanks
Drums, barrels, and/or containers 5 gallons X
MSDS or SDS
Underground
Chemical or
Waste Storage,
Drainage or
Collection
Systems
Underground storage tanks or ancillary UST equipment
Sumps, cisterns, French drains, catch basins, and/or dry wells
Grease traps
Septic tanks and/or leach fields
Oil/water separators, clarifiers, sand traps, triple traps, interceptors
Pipeline markers
Interior floor drains X
Electrical
Transformers/
PCBs
Transformers and/or capacitors
Other equipment
Releases or
Potential Releases
Stressed vegetation
Stained soil
Stained pavement or similar surface X
Leachate and/or waste seeps
Trash, debris, and/or other waste materials
Dumping or disposal areas
F-33
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 33 Category Item or Feature
Observed
or
Identified
Construction/demolition debris and/or dumped fill dirt
Surface water discoloration, odor, sheen, and/or freefloating product Strong, pungent, or noxious odors
Exterior pipe discharges and/or other effluent discharges Other Notable
Site Features
Surface water bodies
Quarries or pits
Wastewater lagoons
Wells
Soil Borings
Site Operations, Processes, and Equipment
Heating and/or Cooling Systems
Site operations involve the use of a condenser chiller system to maintain control of air conditioning inside two coolers. The cooling towers are staged on the southeastern side of the site and are supplied by municipal water. A variety of water treatment chemicals (additives) are added in combination to the cooling system water in electronically controlled amounts for purposes of water conditioning, prevention of system corrosion, and microbe and fungal control. The cooling system is electronically monitored; and, when necessary, small amount of the cooling water within the system is replaced with fresh water. The water from the cooling system discharges to the municipal sewer system. Based on observations made during the site reconnaissance, the mechanical areas appeared organized, clean, and well-maintained; and, no indication of a release of petroleum products or hazardous substances was observed. As such, the cooling system operations as observed and described herein do not constitute a REC.
Aboveground Chemical or Waste Storage
Drums, Barrels, and/or Containers ≥ 5 Gallons
At the time of the site reconnaissance, three five-gallon plastic containers of paint & primer, and five empty 55-gallon drums were observed in vacant offices areas in the site building. The containers were not stored within secondary containment. No floor drains or sumps were observed in the vicinity of the containers and drums, and no surficial staining was observed in the vicinity of the containers. Based on site observations, the on-site containers and drums do not constitute RECs.
F-34
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 34 Underground Chemical or Waste Storage, Drainage or Collection Systems Interior Floor Drains
One interior floor drain was observed in the warehousing areas, and one was observed in the bathroom area. The site is serviced by municipal sanitary sewer; however, the onsite contact Mr. Lazerus was unaware where the drains discharge. Based on the operations conducted within the spaces where the floor drains were observed, and the site's municipal sewer connection, the observed floor and trench drains do not constitute a REC.
Stained pavement of similar surface
Intermittent areas of cracked spotty oil-stained concrete and asphalt pavement were observed in the northeastern portion of the site, and irregular patching was observed on the southern portion of the site during the site reconnaissance. The areas of staining appeared to be a result of de minimis minor leaks from vehicles and vehicle repair activities and do not constitute a REC. Based on the longevity of industrial operations associated with a stainless-steel commercial appliance manufacturer (approximately 39 years) and lack of information concerning waste streams for the site, the irregular asphalt patching in the pavement areas represent a REC to the site.
6.0 Adjoining Property Reconaissance
Visual observations of adjoining properties (from site boundaries) are summarized below.
Adjoining Properties
Direction Description
North The property to the adjoining north and northwest consists of Ardmore Home Design Warehouse and Made Goods (918 South Stimson Avenue).
East The property to the adjoining east consists of Metal Cutting Service (16233 and 16235 Gale Avenue).
South
The property to the adjoining south consists of LC Electrical and Lighting Corp-Industry Branch (16211 Gale Avenue) and Crown City Furniture Manufacturing (closed, 16213 Gale Avenue).
West Ward Way abuts the site to the west, followed by Pacific Tent (16203 Gale Avenue) and DPS Diesel Parts & Services (16205 Gale Avenue).
RECs were identified with the site associated with the eastern adjoining Metal Cutting Service in close proximity to the site, which is previously discussed in Section 4.1.
F-35
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California January 27, 2025 | Terracon Project No. LA247544.1
Facilities | Environmental | Geotechnical | Materials 35
7.0 Additional Services
Per the agreed scope of services specified in the proposal, additional services (asbestos sampling, lead-based paint sampling, wetlands evaluation, lead in drinking water testing, radon testing, vapor encroachment screening, etc.) were not conducted.
F-36
F-37
APPENDIX A
EXHIBIT 1: TOPOGRAPHIC MAP
EXHIBIT 2: SITE DIAGRAM
F-38
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
LA247544.1
DIAGRAM IS FOR GENERAL LOCATION ONLY,
AND IS NOT INTENDED FOR CONSTRUCTION
PURPOSES
Project Manager:
Drawn by:
Checked by:
Approved by:
DOM
CAP
CAP
JSV
N/A
9/25/2024
Project No.
File Name:
Date:
1 Exhibit
1”=2,000’
Scale: Marici-City of Industry BESS - 16207 Gale Avenue
TOPOGRAPHIC MAP
SITE
16207 & 16209 Gale Avenue
City of Industry, Los Angeles County, California
F-39
C
C CONDENSER CHILLER
D DRAIN
PATCHING
D
D
D
JSV
ASPHALT-PAVED PARKING LOT
SUN HONG
FOODS (ONE-STORY)
VACANT OFFICES
F-40
APPENDIX B
SITE PHOTOGRAPHS
F-41
Photo 1: View of the northern portion of the site.
Photo 2: View of the southern portion of the site, with cardboard storage and empty 55-gallon drums in view.
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-42
Photo 3: View of the western portion of the site, facing north.
Photo 4: View of prior dumpster storage area in northern portion of the site.
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-43
Photo 5: View of cracked pavement on northeastern portion of the site.
Photo 6: View of irregular patching on southern portion of the site.
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-44
Photo 7: View of condenser chiller systems, on southwestern portion of the site.
Photo 8: View of vacant office area.
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-45
Photo 9: View of paint & primer storage in office area.
Photo 10: View of central warehouse storage area, with forklift visible.
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-46
Photo 11: View of eastern warehouse storage area.
Photo 12: View of western warehouse storage area.
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-47
Photo 13: View of interior floor drain in warehouse area, near cooler.
Photo 14: View of typical bathroom in warehouse area, with drain visible.
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-48
Photo 15: View of typical cooler with food storage.
Photo 16: View of northern adjoining Ardmore Home Design Warehouse and Made Goods (918 South Stimson Avenue).
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-49
Photo 17: View of eastern adjoining Metal Cutting Service (16233 and 16235 Gale Avenue).
Photo 18: View of southern adjoining LC Electrical and Lighting Corp-Industry Branch (16211 Gale Avenue) and Crown City Furniture Manufacturing (closed, 16213 Gale Avenue).
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-50
Photo 19: View of western adjoining Pacific Tent (16203 Gale Avenue).
Photo 20: View of western adjoining DPS Diesel Parts & Services (16205 Gale Avenue).
Phase I Environmental Site Assessment
Marici-City of Industry BESS – 16207 Gale Avenue | City of Industry, California Date Photos Taken: October 28, 2024 | Terracon Project No. LA247544.1 Facilities | Environmental | Geotechnical | Materials
F-51
APPENDIX C
HISTORICAL DOCUMENTATION AND USER
QUESTIONNAIRE
F-52
ASTM E1527-21 User Questionnaire
Date Completed
Person Completing Questionnaire Name: Kyle Rourke
Company:Aypa Power
Phone: 248-804-3262
Email: [email protected]
Site Name
Site Address
Point of Contact for Access Name:
Company:
Phone:
Email:
Access Restrictions or Special Site
Requirements?
___No ___Yes (If yes, please explain)
Confidentiality Requirements? ___No ___Yes (If yes, please explain) Current Site Owner Name:
Company:
Phone:
Email:
Current Site Operator Name:
Company:
Phone:
Email:
Reasons for ESA (e.g., financing,
acquisition, lease, etc.)
Anticipated Future Site Use
Relevant Documents? Please provide Terracon copies of prior Phase I or II ESAs, Asbestos Surveys, Environmental Permits or Audit documents, Underground Storage Tank documents, Geotechnical Investigations, Site Surveys, Diagrams or Maps, or other relevant reports or documents.
ASTM User Questionnaire
To qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the “Brownfields Amendments”), the user must respond to the following inquiries required by 40 C.F.R. §§ 312.25, 312.28, 312.29, 312.30, and 312.31. These inquiries must also be conducted by EPA Brownfield Assessment and Characterization grantees. The user should provide the following information to the environmental professional. Failure to conduct these inquiries could result in a determination that “all appropriate inquiries” is not complete. 1) Did a search of land title records (or judicial records where appropriate) identify any environmental liens filed or recor ded against the site under federal, tribal, state, or local law (40 CFR 312.25)? ___No ___Yes (If yes, explain below and send Terracon a copy of the title records or judicial records reviewed.) 2) Did a search of land title records (or judicial records where appropriate) identify any activity and use limitations (AULs ), such as engineering controls, land use restrictions, or institutional controls that are in place at the site and/or have been filed or recorded against the site under federal, tribal, state, or local law (40 CFR 312.26)? ___No ___Yes (If yes, explain below and send Terracon a copy of the title records or judicial records reviewed.) 3) Do you have any specialized knowledge or experience related to the site or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the site or an adjoining property so that you would have spec ialized knowledge of the chemicals and processes used by this type of business (40 CFR 312-28)? ___No ___Yes (If yes, explain below)
4) Does the purchase price being paid for this site reasonably reflect the fair market value of the property? If you conclude th at there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the site?
___No ___Yes ___Not applicable (If yes or Not applicable, explain below) 5) Are you aware of commonly known or reasonably ascertainable information about the site that would help the environmental professional to identify conditions indicative of releases or threatened releases (40 CFR 312.30)? For example, (a.) Do you k now the past uses of the site? (b.) Do you know of specific chemicals that are present or once were present at the site? (c.) Do you know of spills or other chemical releases that have taken place at the site? (d.) Do you know of any environmental cleanups that have taken place at the site?
___No ___Yes (If yes, explain below)
6) Based on your knowledge and experience related to the site, are there any obvious indicators that point to the presence or li kely presence of releases at the site (40 CFR 312.31)?
___No ___Yes (If yes, explain below)
Comments or explanations:
Please return this form with the signed authorization to proceed. Proposal No.
N
N
Battery Energy Storage Facility
Aquisition
N
Y
N
N
16207 Gale Ave, City of Industry, CA, 91745
Marici - DPAH
Steven Lazerus 626-755-4474
[email protected]
Steven Lazerus 626-755-4474
Lazerus Properties and Capital [email protected] Lazerus Properties and Capital
Damon Lao
DPAH Investment [email protected]
510-220-2285
9/30/2024
N
N
F-53
Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
September 19, 20247769050.3
Marici-City of Industry BESS - 16207 Gale Avenue
16207 and 16209 Gale Avenue
City of Industry, Los Angeles County, California 91745
F-54
Certified Sanborn® Map Report
Certified Sanborn Results:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
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The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
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Limited Permission To Make Copies
Sanborn® Library search results
EDR Inquiry # Contact:
Site Name: Client Name:
Certification #
PO #
Project
09/19/24 16233 Gale Avenue Marici-City of Industry BESS Terracon 23041 Avenida De La Carlota Ste 350 Hacienda Heights, CA 91745 7769050.3 Laguna Hills, CA 92653 Laura Hedman The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Terracon were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 3D4C-4E2B-91ED NA UNMAPPED PROPERTY LA247544.2 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.
Certification #: 3D4C-4E2B-91ED
Terracon (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
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Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2024 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7769050 3 2 F-55
EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
with QuadMatch™
September 19, 20247769050.4
Marici-City of Industry BESS - 16207 Gale Avenue
16233 Gale Avenue
Hacienda Heights, CA 91745
F-56
EDR Historical Topo Map Report
EDR Inquiry #
Search Results:
P.O.#
Project:
Maps Provided:
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EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
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Coordinates:
Latitude:
Longitude:
UTM Zone:
UTM X Meters:
UTM Y Meters:
Elevation:
Contact:
Site Name: Client Name:
2022, 2021
2018
2015
2012
1981
1974
1972
1964, 1966
1952, 1953
1950
1942
1935
1927
1904
1902
1901
1898
1897
1894, 1896
09/19/24 Marici-City of Industry BESS Terracon 16233 Gale Avenue 23041 Avenida De La Carlota Ste 350 Hacienda Heights, CA 91745 Laguna Hills, CA 92653 7769050.4 Laura Hedman EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Terracon were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.
NA 34.008801 34° 0' 32" North LA247544.2 -117.952433 -117° 57' 9" West Zone 11 North 412052.42 3763540.69 347.77' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
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Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2024 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7769050 4 2 F-57
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
2022, 2021 Source Sheets
2022
La Habra
7.5-minute, 24000
2021
Baldwin Park
7.5-minute, 24000
2018 Source Sheets
2018
Baldwin Park
7.5-minute, 24000
2018
La Habra
7.5-minute, 24000
2015 Source Sheets
2015
Baldwin Park
7.5-minute, 24000
2015
La Habra
7.5-minute, 24000
2012 Source Sheets
2012
Baldwin Park
7.5-minute, 24000
2012
La Habra
7.5-minute, 24000
7769050 4 3
F-58
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1981 Source Sheets
1981
Baldwin Park
7.5-minute, 24000
Aerial Photo Revised 1978
1981
La Habra
7.5-minute, 24000
Aerial Photo Revised 1981
1974 Source Sheets
1974
La Habra
7.5-minute, 24000
Aerial Photo Revised 1974
1972 Source Sheets
1972
La Habra
7.5-minute, 24000
Aerial Photo Revised 1972
1972
Baldwin Park
7.5-minute, 24000
Aerial Photo Revised 1972
1964, 1966 Source Sheets
1964
La Habra
7.5-minute, 24000
Aerial Photo Revised 1963
1966
Baldwin Park
7.5-minute, 24000
Aerial Photo Revised 1964
7769050 4 4
F-59
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1952, 1953 Source Sheets
1952
La Habra
7.5-minute, 24000
Aerial Photo Revised 1947
1953
Baldwin Park
7.5-minute, 24000
Aerial Photo Revised 1952
1950 Source Sheets
1950
La Habra
7.5-minute, 24000
Aerial Photo Revised 1947
1942 Source Sheets
1942
ANAHEIM
15-minute, 50000
1935 Source Sheets
1935
Coyote Hills
7.5-minute, 31680
7769050 4 5
F-60
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1927 Source Sheets
1927
La Habra
7.5-minute, 24000
1927
Puente
7.5-minute, 24000
1904 Source Sheets
1904
Pomona
15-minute, 62500
1902 Source Sheets
1902
Corona
30-minute, 125000
1901 Source Sheets
1901
Anaheim
15-minute, 62500
7769050 4 6
F-61
page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1898 Source Sheets
1898
Pomona
15-minute, 62500
1898
Anaheim
15-minute, 62500
1897 Source Sheets
1897
Pomona
15-minute, 62500
1894, 1896 Source Sheets
1894
Pomona
15-minute, 62500
1896
Anaheim
15-minute, 62500
7769050 4 7
F-62
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 2021, 7.5-minute
S, La Habra, 2022, 7.5-minute
0 Miles 0.25 0.5 1 1.5 2022, 2021 TOPOGRAPHIC MAP 2022, 2021 2022, 2021 7769050 4 8
F-63
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 2018, 7.5-minute
S, La Habra, 2018, 7.5-minute
0 Miles 0.25 0.5 1 1.5 2018 TOPOGRAPHIC MAP 2018 2018
7769050 4 9
F-64
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 2015, 7.5-minute
S, La Habra, 2015, 7.5-minute
0 Miles 0.25 0.5 1 1.5 2015 TOPOGRAPHIC MAP 2015 2015
7769050 4 10
F-65
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 2012, 7.5-minute
S, La Habra, 2012, 7.5-minute
0 Miles 0.25 0.5 1 1.5 2012 TOPOGRAPHIC MAP 2012 2012
7769050 4 11
F-66
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 1981, 7.5-minute
S, La Habra, 1981, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1981 TOPOGRAPHIC MAP 1981 1981
7769050 4 12
F-67
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
S, La Habra, 1974, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1974 TOPOGRAPHIC MAP 1974 1974
7769050 4 13
F-68
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 1972, 7.5-minute
S, La Habra, 1972, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1972 TOPOGRAPHIC MAP 1972 1972
7769050 4 14
F-69
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 1966, 7.5-minute
S, La Habra, 1964, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1964, 1966 TOPOGRAPHIC MAP 1964, 1966 1964, 1966 7769050 4 15
F-70
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Baldwin Park, 1953, 7.5-minute
S, La Habra, 1952, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1952, 1953 TOPOGRAPHIC MAP 1952, 1953 1952, 1953 7769050 4 16
F-71
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
S, La Habra, 1950, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1950 TOPOGRAPHIC MAP 1950 1950
7769050 4 17
F-72
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
SE, ANAHEIM, 1942, 15-minute
0 Miles 0.25 0.5 1 1.5 1942 TOPOGRAPHIC MAP 1942 1942
7769050 4 18
F-73
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
S, Coyote Hills, 1935, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1935 TOPOGRAPHIC MAP 1935 1935
7769050 4 19
F-74
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Puente, 1927, 7.5-minute
S, La Habra, 1927, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1927 TOPOGRAPHIC MAP 1927 1927
7769050 4 20
F-75
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Pomona, 1904, 15-minute
0 Miles 0.25 0.5 1 1.5 1904 TOPOGRAPHIC MAP 1904 1904
7769050 4 21
F-76
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
SE, Corona, 1902, 30-minute
0 Miles 0.25 0.5 1 1.5 1902 TOPOGRAPHIC MAP 1902 1902
7769050 4 22
F-77
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
SE, Anaheim, 1901, 15-minute
0 Miles 0.25 0.5 1 1.5 1901 TOPOGRAPHIC MAP 1901 1901
7769050 4 23
F-78
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Pomona, 1898, 15-minute
SE, Anaheim, 1898, 15-minute
0 Miles 0.25 0.5 1 1.5 1898 TOPOGRAPHIC MAP 1898 1898
7769050 4 24
F-79
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Pomona, 1897, 15-minute
0 Miles 0.25 0.5 1 1.5 1897 TOPOGRAPHIC MAP 1897 1897
7769050 4 25
F-80
Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Pomona, 1894, 15-minute
SE, Anaheim, 1896, 15-minute
0 Miles 0.25 0.5 1 1.5 1894, 1896 TOPOGRAPHIC MAP 1894, 1896 1894, 1896 7769050 4 26
F-81
The EDR Aerial Photo Decade Package
Inquiry Number: September 19, 20247769050.8
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Marici-City of Industry BESS - 16207 Gale Avenue
16233 Gale Avenue
Hacienda Heights, CA 91745
F-82
2020 1"=500' Flight Year: 2020 USDA/NAIP
2016 1"=500' Flight Year: 2016 USDA/NAIP
2012 1"=500' Flight Year: 2012 USDA/NAIP
2009 1"=500' Flight Year: 2009 USDA/NAIP
2005 1"=500' Flight Year: 2005 USDA/NAIP
2002 1"=500' Flight Date: May 22, 2002 USDA
1994 1"=500' Acquisition Date: June 01, 1994 USGS/DOQQ
1990 1"=500' Flight Date: September 06, 1990 USDA
1983 1"=500' Flight Date: November 19, 1983 EDR Proprietary Brewster Pacific 1981 1"=500' Flight Date: February 21, 1981 EDR Proprietary Brewster Pacific 1977 1"=500' Flight Date: May 29, 1977 EDR Proprietary Brewster Pacific 1970 1"=500' Flight Date: February 18, 1970 EDR Proprietary Brewster Pacific 1964 1"=500' Flight Date: July 28, 1964 USGS
1952 1"=500' Flight Date: October 11, 1952 USDA
1947 1"=500' Flight Date: June 22, 1947 FAIR
1938 1"=500' Flight Date: May 22, 1938 USDA
1928 1"=500' Flight Date: January 01, 1928 FAIR
EDR Aerial Photo Decade Package 09/19/24 Marici-City of Industry BESS Site Name: Client Name: Terracon 16233 Gale Avenue 23041 Avenida De La Carlota Ste 350 Hacienda Heights, CA 91745 Laguna Hills, CA 92653 EDR Inquiry # 7769050.8 Contact: Laura Hedman Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice Copyright 2024 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. 7769050 - 8 page 2 This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.
ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY
KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN
THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,
COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS
SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,
CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT.
Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
F-83
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2020 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2020 7769050 8 page 2
2020
City of Industry, Los Angeles County, California
F-84
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2016 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2016 7769050 8 page 3
2016
City of Industry, Los Angeles County, California
F-85
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2012 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2012 7769050 8 page 4
2012
City of Industry, Los Angeles County, California
F-86
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2009 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2009 7769050 8 page 5
2009
City of Industry, Los Angeles County, California
F-87
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2005 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2005 7769050 8 page 6
2005
City of Industry, Los Angeles County, California
F-88
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2002 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2002 7769050 8 page 7
2002
City of Industry, Los Angeles County, California
F-89
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1994 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1994 7769050 8 page 8
1994
City of Industry, Los Angeles County, California
F-90
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1990 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1990 7769050 8 page 9
1990
City of Industry, Los Angeles County, California
F-91
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1983 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1983 7769050 8 page 10 1983
City of Industry, Los Angeles County, California
F-92
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1981 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1981 7769050 8 page 11 1981
City of Industry, Los Angeles County, California City of Industry, Los Angeles County, California F-93
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1977 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1977 7769050 8 page 12 1977
City of Industry, Los Angeles County, California
F-94
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1970 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1970 7769050 8 page 13 1970
City of Industry, Los Angeles County, California
F-95
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1964 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1964 7769050 8 page 14 1964
City of Industry, Los Angeles County, California
F-96
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1952 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1952 7769050 8 page 15 1952
City of Industry, Los Angeles County, California
F-97
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1947 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1947 7769050 8 page 16 1947
City of Industry, Los Angeles County, California
F-98
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1938 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1938 7769050 8 page 17 1938
City of Industry, Los Angeles County, California
F-99
Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1928 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1928 7769050 8 page 18 1928
City of Industry, Los Angeles County, California
F-100
Inquiry Number: 7769050.5
September 20, 2024
The EDR-City Directory Abstract
6 Armstrong Road
Shelton, CT 06484
800.352.0050
Environmental Data Resources Inc www.edrnet.com
Marici-City of Industry BESS - 16207 Gale Avenue
16207 and 16209 Gale Avenue
City of Industry, Los Angeles County, California 91745
F-101
TABLE OF CONTENTS
SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an “AS IS”, “AS AVAILABLE” basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA
RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF
ANY KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND
INFORMATION PROVIDED IN THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING
ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS, COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, LLC OR ITS SUBSIDIARIES,
AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT, INCIDENTAL, INDIRECT, SPECIAL,
CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS,
LOSS OF USE, OR LOSS OF DATA), ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2023 by Environmental Data Resources, LLC. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates.
All other trademarks used herein are the property of their respective owners.
F-102
EXECUTIVE SUMMARY
DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities.
EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at approximately five year intervals.
Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1920 through current. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 1320 feet of the target property.
Summary information obtained is provided in the text of this report.
RECORD SOURCES
The EDR City Directory Report accesses a variety of business directory sources, including Haines, InfoUSA, Polk,Cole, Bresser, and Stewart. Listings marked as EDR Digital Archive access Cole and InfoUSA records.
The various directory sources enhance and complement each other to provide a more thorough and accurate report.
EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer.
RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report.
Year Source TP Adjoining Text Abstract Source Image
2020 EDR Digital Archive X X X -
2017 Cole Information - - - -
2014 Cole Information X X X -
2010 Cole Information X X X -
2006 Haines Company - - - -
2005 Cole Information X X X -
2004 Haines Company - - - -
2003 Haines & Company X X X -
2001 HAINES & COMPANY INC. - - - -
2000 Cole Information - X X -
1999 Haines & Company - - - -
1996 Pacific Bell - - - -
1995 Cole Information X X X -
Pacific Bell X X X -
1992 Cole Information - X X -
1991 Pacific Telephone - - - -
7769050- 5 Page 1
F-103
EXECUTIVE SUMMARY
Year Source TP Adjoining Text Abstract Source Image
1990 Pacific Bell - X X -
1986 Pacific Bell X X X -
1985 Pacific Bell - X X -
1981 Pacific Telephone X - X -
1980 Pacific Telephone - X X -
1976 R.L. Polk & Co Publishers X - X -
1975 Pacific Telephone - X X -
1972 R. L. Polk & Co. - - - -
1971 Pacific Telephone - X X -
Pacific Telephone X X X -
1970 Cole Information - - - -
1969 R. L. Polk & Co. - - - -
1967 Pacific Telephone - - - -
1966 Pacific Telephone - X X -
1965 GTE - - - -
1964 Pacific Telephone - - - -
1963 Pacific Telephone - - - -
1962 Pacific Telephone - - - -
1961 R. L. Polk & Co. - - - -
1960 Pacific Telephone - X X -
1958 Pacific Telephone - - - -
1957 Pacific Telephone - X X -
1956 Pacific Telephone - - - -
1955 The Pacific Telephone & Telegraph Co. - - - -
1954 R. L. Polk & Co. - - - -
1952 Los Angeles Directory Co. - - - -
1951 Los Angeles Directory Co. - - - -
1950 Pacific Telephone - X X -
1949 Los Angeles Directory Co. - - - -
1948 Los Angeles Directory Co. - - - -
1947 Los Angeles Directory Co. - - - -
1946 Southern California Telephone Co - - - -
1945 R. L. Polk & Co. - - - -
1944 R. L. Polk & Co. - - - -
1942 Los Angeles Directory Co. - - - -
7769050- 5 Page 2
F-104
EXECUTIVE SUMMARY
Year Source TP Adjoining Text Abstract Source Image
1940 Southern California Telephone Co. - - - -
1939 Los Angeles Directory Co. - - - -
1938 Pacific Telephone - - - -
1937 Los Angeles Directory Co. - - - -
1936 R. L. Polk & Co. - - - -
1935 R. L. Polk & Co. - - - -
1934 Los Angeles Directory Co. - - - -
1933 Los Angeles Directory Co. - - - -
1932 Los Angeles Directory Co. - - - -
1931 Los Angeles Directory Co. - - - -
1930 R. L. Polk & Co. - - - -
1929 Los Angeles Directory Co. - - - -
1928 Los Angeles Directory Co. - - - -
1927 Los Angeles Directory Co. - - - -
1926 Los Angeles Directory Co. - - - -
1925 R. L. Polk & Co. - - - -
1924 Los Angeles Directory Co. - - - -
1923 Los Angeles Directory Co. - - - -
1921 Los Angeles Directory Co. - - - -
1920 Pacific Telephone - - - -
7769050- 5 Page 3
F-105
EXECUTIVE SUMMARY
SELECTED ADDRESSES
The following addresses were selected by the client, for EDR to research. An "X" indicates where information was identified.
Address Type Findings
16207 Gale Avenue Client Entered
918 S Stimson Avenue Client Entered
1106 Hinnen Avenue Client Entered
16209 Folger Street Client Entered
16205 Ward Way Client Entered
16207 Ward Way Client Entered
16203 Gale Avenue Client Entered
16205 Gale Avenue Client Entered
16213 E Gale Avenue Client Entered
16265 Gale Avenue Client Entered
F-106
FINDINGS
TARGET PROPERTY INFORMATION
ADDRESS
16233 Gale Avenue
Hacienda Heights, CA 91745
FINDINGS DETAIL
Target Property research detail.
GALE AVE
16207 GALE AVE
Year Uses Source
1971 NO RETURN Pacific Telephone
16233 GALE AVE
Year Uses Source
2020 METAL CUTTING SVC EDR Digital Archive
2014 METAL CUTTING SERVICE Cole Information
2010 METAL CUTTING SVC Cole Information
2005 METAL CUTTING SERVICE Cole Information
2003 METAL CUTTING SERV Haines & Company
1995 METAL CUTTING SVC Cole Information
1986 METAL CUTTING SERVICE CITY OF INDUSTRY Pacific Bell 1981 METAL CUTTING SERVICE CTY IND Pacific Telephone
1976 Metal Cutting Service Pacific Telephone
Gale Avenue
16207 Gale Avenue
Year Uses Source
7769050- 5 Page 2
F-107
FINDINGS
ADJOINING PROPERTY DETAIL
The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address.
BARFORD AVE
1121 BARFORD AVE
Year Uses Source
2020 SANDY IBARRA EDR Digital Archive
PETER IBARRA EDR Digital Archive
PEDRO IBARRA EDR Digital Archive
2014 PETER IBARRA Cole Information
2010 B RODRIGUEZ Cole Information
2005 ICS INTERNATIONAL COMMUNICATION Cole Information
JOHN BLANCO Cole Information
1971 VACANT Pacific Telephone
1127 BARFORD AVE
Year Uses Source
2020 HEIDI SUMMERS EDR Digital Archive
MARGARET SOFFARELLI EDR Digital Archive
2014 HEIDI SUMMERS Cole Information
2010 MIKE SOFFARELLI Cole Information
2005 PEGGY SUMMERS Cole Information
1971 OSBORN GEORGE B Pacific Telephone
1133 BARFORD AVE
Year Uses Source
2020 ANTHONY TERAN EDR Digital Archive
ANDREA ULLOA EDR Digital Archive
AIMEE TERAN EDR Digital Archive
ANNETTE AVENA EDR Digital Archive
2014 AIMEE TERAN Cole Information
2010 CAROLINE ROMER Cole Information
2005 RODNEY ULLOA Cole Information
7769050- 5 Page 3
F-108
Year Uses Source
FINDINGS
Year Uses Source
1995 CHAVEZ, DAVID Cole Information
1971 VACANT Pacific Telephone
1139 BARFORD AVE
Year Uses Source
2020 HILDA CHAGOLLAN EDR Digital Archive
AUDREY OROZCO EDR Digital Archive
ADRIAN PANTOJA EDR Digital Archive
ADRIAN OROZCO EDR Digital Archive
2014 HILDA CHAGOLLAN Cole Information
2010 ADRIAN PANTOJA Cole Information
2005 ANDY CARLOS Cole Information
2000 ESTELLE KIM Cole Information
1971 NO RETURN Pacific Telephone
1143 BARFORD AVE
Year Uses Source
2020 UNITED STITCH ASSN EDR Digital Archive
JERRY LIU EDR Digital Archive
YORK LIU EDR Digital Archive
2014 UNITED STITCH ASSOCIATION Cole Information
YNOG LI Cole Information
2010 UNITED STITCH ASSN Cole Information
LESLIE MARTINEZ Cole Information
2005 OCCUPANT UNKNOWN Cole Information
2000 CARLOS SEGOVIA Cole Information
1971 SOLORIO RAUL H Pacific Telephone
1147 BARFORD AVE
Year Uses Source
1971 STANONIS BENJAMIN E Pacific Telephone
1149 BARFORD AVE
Year Uses Source
2005 OCCUPANT UNKNOWN Cole Information
7769050- 5 Page 4
F-109