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ARCHIVED REPORTS_XR0010635
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545724
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ARCHIVED REPORTS_XR0010635
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Last modified
6/3/2020 1:16:51 PM
Creation date
6/3/2020 1:08:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010635
RECORD_ID
PR0545724
PE
3528
FACILITY_ID
FA0005934
FACILITY_NAME
M & M AUTOMOTIVE
STREET_NUMBER
60
Direction
E
STREET_NAME
TENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23517204
CURRENT_STATUS
02
SITE_LOCATION
60 E TENTH ST
P_DISTRICT
005
QC Status
Approved
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LSauers
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EHD - Public
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Introduction <br /> An underground gasoline storage tank was excavated and removed from the M & M <br /> Automotive site in November, 1991 where contamination was observed in the tank <br /> pit Three groundwater monitoring wells exist on-site and some plume definition has <br /> been performed by Wright Environmental Services, Inc. (Wright) in a preliminary <br /> environmental assessment report dated March 10, 1995 Since some soil <br /> contamination was present, and had been mapped into 10th Street, additional <br /> subsurface investigation was required by San Joaquin County Public Health Services <br /> - Environmental Health Division (PHS-EHD) and is presented to this Problem <br /> Assessment Report. <br /> Field Activities and Methods - Exploratory Soil Borings <br /> Six exploratory soil bonngs were placed downgradient off-site to ascertain presence <br /> of contamination and depth to shallow-occurring groundwater (see Figure 1) The <br /> borings were drilled, sampled to collect lithologic data from soil samples and <br /> hydrogeologic data from groundwater samples for analysis at the analytical <br /> laboratory The drilling and sampling were accomplished according to the Wright <br /> soil and groundwater sampling protocols (see Appendix A). All drilling and <br /> lithologic logging was done under the supervision of a certified engineering <br /> geologist, using the Unified Soil Classification System with geologic observations (see <br /> Exploratory Boring Logs, Appendix B). <br /> The exploratory borings were advanced to the uppermost groundwater bearing <br /> strata to collect soil samples, field depth to water measurements and collect <br /> reconnaissance groundwater samples. Upon completion of collecting the field data <br /> and samples, each borehole was sealed with cement grout and capped with asphalt <br /> Exploratory Borings <br /> Six exploratory borings were drilled at the locations shown on Figure 1. Drilling <br /> and well installation permits were secured from PHS-EHD prior to doing the field <br /> work (See Appendix C) The boreholes were drilled with hydraulic push/hammer <br /> rig drilling equipment. All drilling equipment and sampling tools were cleaned <br /> prior to arriving and before leaving the site. The push points and rods were <br /> advanced to the desired sampling depth interval, and a drive sampler was driven <br /> ahead of the drill bit. The sampler was then retrieved and dissembled, and the soil <br /> filled acetate liner was sealed with plastic endcaps, labeled, logged onto chain-of- <br /> custody forms and placed in a chilled ice chest <br /> The boreholes were logged using the Unified Soil Classification System under the <br /> supervision of a registered geologist using the attached Wright protocol Additional <br /> lithologic information was collected to describe the subsurface geology. The samples <br /> were collected at five-foot intervals, at intervals of obvious contamination and at <br /> stratlgraphic features of interest <br /> M&MAutomotive Project No 4070-T Page 3 <br />
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