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ARCHIVED REPORTS XR0009285
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009285
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Last modified
7/24/2019 1:14:01 PM
Creation date
7/24/2019 11:56:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009285
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Geologccat Tech&CS lax Page 5 <br /> Valentine(Castle Motors) <br /> ' Report—Additional Site Characterization <br /> Project No 723 2 <br /> . January 21,2004 <br /> are on four sides of the cap and approximately 1/ inch in diameter This section is also <br /> covered by stainless steel screen <br /> Once the CMTTM tubing for wells MW-7, MW-8 and MW-9 had been installed, alternating <br /> sections of#12 Monterey washed sand and weighted bentonite pellets were used to fill the <br /> annulus of the borehole Plastic casing centralizers supplied by the manufacturer were not <br /> used because they exceeded the inside diameter of the auger The auger flights were <br /> removed one by one during the process to ensure correct annulus material placement and to <br /> keep the tubing centered in the borehole <br /> A granular bentonite transition seal was installed above the top sand filter pack and <br /> hydrated with clean water prior to installing the surface seal in each borehole. A surface <br /> seal was installed by pumping a neat cement grout (augmented with < 4% bentonite) into <br /> the borehole through the augers The wells were secured with locking watertight caps <br /> encased in flush mounted traffic rated well boxes The wells' construction details are <br /> included in Table 2, Appendix A and are illustrated on the boring logs included in Appendix <br /> C <br /> ' <br /> 30 SOIL SAMPLE ANALYSES <br /> Three soil samples obtained from each boring were submitted to Sherwood Laboratories in <br /> Hilmar, California (Department of Health Services Certification # 1400) for the following <br /> analyses <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX) by EPA method 8020 <br /> Methyl tertiary butyl ether (MTBE) by EPA method 602 <br /> • Gasoline range petroleum hydrocarbons (TPH-G) by EPA method 5030/8015(m) <br /> A summary of the soil laboratory data is attached in Table 1, Appendix A, and the lab data <br /> reports are attached in Appendix B <br /> 1 GTI attempted to submit the laboratory data electronically to GeoTracker as required under <br /> AB2886 in December 2003 and again on January 5, 2004 but was unsuccessful There is a <br /> problem with the State computer system and the data transfer will be attempted again in the <br /> ' future <br /> 4.0 DISCUSSION <br /> The following data were gleaned during the installation of the three CMTTM wells <br /> ' 41 Geology and Hydrogeology of the Site <br /> In the location of borehole MW-7 the subsurface was characterized as follows <br /> Li The subsurface contained alternating layers of sands, silts and clays <br /> ❑ Sand intervals occur at 0 — 20, 36— 50, 63 —78 and 87 —91 feet bgs <br /> o The sands ranged from very fine to very coarse grain size and brown, grey, and <br /> olive-grey in color CaCO3 inclusions, iron oxide staining and brown/black organic <br />
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