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ARCHIVED REPORTS_XR0010635
Environmental Health - Public
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EHD Program Facility Records by Street Name
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T
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TENTH
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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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EHD - Public
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Groundwater Sampling <br /> Each exploratory boring was sampled for groundwater. The ground water samples <br /> collected from the boreholes were used for a rapid reconnaissance of the <br /> groundwater contamination. The boreholes were sampled and a brief summary of <br /> these procedures follows: Each borehole was advanced into the capillary fringe and <br /> uppermost portion of the aquifer and temporarily cased with one-inch PVC casing <br /> The water entering the borehole was sampled using a clean bailer, and carefully <br /> poured into the appropriate laboratory prepared container with minimum <br /> cavitation. Field depth to groundwater measurements were made to the nearest one- <br /> one hundredth of one foot at the prevailing surface grade, and also checked for the <br /> presence of separate phase product. Each water sample was labeled, logged onto a <br /> chain-of-custody form, and placed in a chilled ice chest. Upon completion of the <br /> borehole drilling and information collection, the boreholes were backfilled with <br /> grout, poured into the borehole, and was witnessed by a representative of PHS-EHD. <br /> Subsurface Conditions <br /> Six exploratory soil borings were advanced on-site at the locations shown on Figure <br /> 1. The site is underlain by clayey soils, which locally contain thin fine grained sand <br /> laminae. The aquifer is composed of silty clay and clayey sand and the lithology <br /> showed that the sediment became sandier to the west along 10th Street. The sediment <br /> becomes laterally sandier to the west along the northern side of 10th Street <br /> Groundwater was encountered in each borehole at depths of about 10-feet, and water <br /> appeared to be unconfined to semi-confined and entered some boreholes slowly. The <br /> boreholes were advanced to a maximum depth of 12-feet, with one borehole advanced <br /> to 15-feet, all into an underlying clay strata which is interpreted to be a continuous <br /> aquitard in this vicinity (see Figure 2). <br /> Chemical Analysis and Results <br /> Five soil and six groundwater samples were analyzed at a State certified analytical <br /> laboratory Selected samples were tested for the following; Total Petroleum <br /> hydrocarbons as Gasoline (TPHG) and, Benzene (B), Toluene (T), Ethylbenzene (E), <br /> Xylene (X) and methyl-tertial-butyl-ether (MTBE) using EPA Methods 5030/8015 and <br /> 8020. The chain-of-custody documentation and laboratory analytical results are <br /> presented in Appendix D The results are attached and listed below to Tables 1 and 2. <br />• <br /> WMAutomotrve Project No. 4070-T Page 4 <br />
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