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ARCHIVED REPORTS_XR0009848
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545688
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ARCHIVED REPORTS_XR0009848
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Last modified
5/21/2020 3:41:26 PM
Creation date
5/21/2020 9:51:45 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009848
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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of contamination was measured from the soil sample taken from the <br /> northwest wall at 10' , and high levels of BTEX and TPH-G were <br /> detected from the soil samples taken from the southeast and south <br /> walls, (refer to PLATE9_VI & VII for their locations & amounts of <br /> contamination. TMLE II gives more details of the laboratory <br /> results; a copy of the lab report and chain-of-custody is <br /> included as APPENDIX D. <br /> The laboratory results of the composite samples taken from the <br /> spoil pile are tabulated on TABLES III & IV: laboratory <br /> worksheets and chain--of-custody are attached as APPENDIE.. <br /> I'lacement„ of soil borings: On January 12, 1993 , a workplan <br /> was prepared by WJH for placing five (5) soil borings on the <br /> property in an attempt to define the limits of contamination; <br /> refer to APPENDIX 19 for a copy of that proposal After receiving <br /> approval from the County EHD, work commenced on February 1 , 1993, <br /> using an Osterberg & Stewart auger rig under the direction of <br /> WJH. Five (5) soil borings were placed at the locations shown on <br /> the attached PLATE VAI-- they are identified as SB-1 , SB-2, etc. <br /> • Total depths are indicated next to the auger hole symbol Each <br /> soil boring was continously cored using wireline operated equip- <br /> ment; selected samples were screened with a PID meter, & cores <br /> were retained at 5' intervals from 11' bgl to total depth; they <br /> were briefly described, properly preserved and preserved pending <br /> transport to the laboratory for analysis. Refer to EXHIBITS_I <br /> 1-bxu V for the lithologic plots & other details. Li.thologic <br /> cross-sections through the soil borings are shown on PLATE IX. <br /> Upon completion of augering operations, the soil samples were <br /> transferred under proper chain of custody to FGL laboratory, with <br /> instructions to test for BTEX & TPH-G. The results of those <br /> analyzes are summarized on TABLE V. Copies of the laboratory <br /> sheets & chain-of-custody are included as APPENDIX I . A review <br /> of those analyzes revealed that measureable amounts of petroleum <br /> hydrocarbon components were detected in all 5 soil borings, and <br /> below 451bgl, (Spring 1986 water table depth, ) in soil borings <br /> #2, 3, & 4. The levels of contamination were generally highest <br /> in the sandier sediments. No water was encountered in any of the <br /> bore holes. <br /> Because components of gasoline were measured in all 5 of the soil <br /> borings, and below recent high water levels, the data indicates <br /> that the vertical and horizontal limits of the plume have not <br /> been defined. <br />. After a thorough review of the results of the work, and <br /> 6 <br />
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