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ARCHIVED REPORTS_XR0010333
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545688
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ARCHIVED REPORTS_XR0010333
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Last modified
5/21/2020 3:56:51 PM
Creation date
5/21/2020 10:28:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010333
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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i <br /> The annular space between the casing and open hole of each well <br /> was filled from the top of the bentonite seal to the surface with <br /> a cement bentonite mixture under the direction of Michael Collins <br /> of the San Joaquin Co. EHD. All unused core material & drill <br /> cuttings were placed in sealed drums, clearly marked, and stored <br /> on site. <br /> The preserved cores were transferred under chain of custody to <br /> FGL laboratory with instructions to test for BTEX, (EPA 8020, ) <br /> and TPH-G, (EPA 8015M, ) using detection limits as required by the <br /> appropriate regulatory agencies. <br /> All three wells were equipped with precast surface vaults, and <br /> casing tops were sealed with expandable locking caps. The vault <br /> & casings were thoroughly grouted with concrete mix, and covered <br /> with a locking type traffic cover. <br /> On August 31, 1994, Del-Tech Geotechnical developed all three <br /> wells, marked casing tops for future reference, measured water <br /> levels, and took water samples as directed by WJH, & witnessed by <br /> Michael Collins, REHS, of the County EHD. Refer to APPENDIX H <br /> for field notes of that work. The properly preserved samples <br />. were delivered to Sherwood laboratory under chain of custody with <br /> instructions to test for BTEX & TPH-G. <br /> A licensed surveyor, Siegfried & Associaties, determined the well <br /> head elevations for groundwater gradient measurements; a copy of <br /> their worksheet is included as APPENDIX I <br /> SUMMARY OF RESULTS OF ABOVE WORK: <br /> 1 . All soil samples taken & analyzed from MW-5, MW-6, & MW-7 <br /> were below detection limits for BTEX & TPH-G, indicating that the <br /> limits of the soil plume have been defined to the north, west, & <br /> south_ MW-1, located near the NE property line, revealed 25 <br /> mg/kg of benzene at 41 ' , and benzene, toluene, xylene, & TPH-G at <br /> 71' . No contamination was measured between those two depths, <br /> indicating that the groundwater, which is impacted at this <br /> location, has introduced the contamination into the soil The <br /> results of those soil analyzes are summarized on TABLE VIII ; the <br /> laboratory reports are included as APPENDIX F._ <br /> 2. All three wells revealed some contamination in the ground- <br /> water as summarized on TABLE IX showing that the "zero" line for <br /> the water has not been defined in any direction. PLATES XII & <br /> XIII are maps showing lines of equal concentration for benzene & <br /> TPH-G; they indicate that the plume extends off the property to <br /> the south & southeast_ The maps show that the plume has moved <br />• southerly away from the site of the removed UST, following the <br /> direction of the hydraulic gradient measured to date from the <br /> 10 <br />
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