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ARCHIVED REPORTS XR0001944
EnvironmentalHealth
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3535
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001944
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Last modified
5/28/2019 3:51:18 PM
Creation date
5/28/2019 3:26:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001944
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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li <br /> a } <br /> I TABLE OF CONTENTS cont. <br /> FIGURES <br /> Figure 1 - Location Map <br /> Figure 2 - Site Plan ` <br />' I Figure 3 - UST/Dispenser Area Plan <br /> Figure 4 - Ground Water Elevations <br /> ' Figure S -Lateral Extent of Impacted-Soil R <br /> Figure 6 - Cross Section A-A ' <br /> Figure 7 - Cross Section B-B' <br /> I Figure 8 - Cross Section GC' <br /> Figure 9 - Cross Section D-D' <br /> Figure 10 - Cross Section E-E' <br /> I Figure 11 - Cross Section F-F' ' <br /> Figure 12 -Areas for Mass Calculations <br /> TABLES <br /> Table 1 - Ground Water Elevations <br /> Table 2 -Analytical Results of Ground Water Samples - September 1999 <br /> I Table 3 -Analytical Results of Historical Ground Water Samples - <br /> EPA Methods 503018015m, 8020/602 <br /> Table 4 -Analytical Results of Ground Water Samples -EPA Method 8260m <br /> • Table 5 - PID Readings vs Depth <br /> Table 6 -Analytical Results of Sod Samples -EPA Methods 8015m, 8020 <br /> Table 7 -Analytical Results of Soil Samples - EPA Method 8260m <br /> APPENDICES_ <br /> Appendix A - Stabilization Data &Field Sheets <br /> Appendix B -Laboratory Report for Ground Water Monitoring <br /> Appendix C - Boring Logs I <br /> Appendix D -Laboratory Report of Drilling Samples <br /> Appendix E -Mass Calculations , <br /> Appendix F ' Water Disposal,Manafest <br /> t <br /> c <br /> f 1 <br />■ Advanced CeoEnvironmental,Inc <br /> F <br /> I y <br />
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