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ARCHIVED REPORTS_REPORT OF ADDITIONAL SOIL AND GROUNDWATER INVESTIGATION
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ARCHIVED REPORTS_REPORT OF ADDITIONAL SOIL AND GROUNDWATER INVESTIGATION
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Last modified
4/7/2020 3:00:45 PM
Creation date
4/7/2020 2:57:20 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
REPORT OF ADDITIONAL SOIL AND GROUNDWATER INVESTIGATION
RECORD_ID
PR0515455
PE
2960
FACILITY_ID
FA0012158
FACILITY_NAME
RIDGEWAY PROPERTY
STREET_NUMBER
1881
STREET_NAME
RUSTAN
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
1881 RUSTAN RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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GEOMATR <br /> • The soil and grab groundwater samples were submitted to Friedman and Bruya,Inc.,of Seattle, <br /> ' Washington, a Califomia-certified analytical laboratory,under Geomatrix chain-of-custody <br /> procedures. Soil samples were submitted for analysis for TPHc(Clo-C36 carbon range)using EPA <br /> ' Method 8015 Modified,PAHs using EPA Method 8270 SIM,and BTEX using EPA Method 8020. <br /> Grab groundwater samples were analyzed for TPHg(C6 to C12 carbon range)and TPHd(C10 to C24 <br /> carbon range)using EPA Method 8015 Modified,BTEX using EPA Method 8021B,and PAHs <br /> using EPA Method 8270 SIM. TPHd analyses were performed both with and without a silica gel <br /> preparation procedure to assess the presence of polar biodegradation byproducts in the groundwater <br /> ' samples. An aliquot of the sample from GMX-28(located within affected soil)was filtered by the <br /> laboratory with a 0.7-micron glass fiber filter prior to extraction and analysis to assess the presence of <br /> non-dissolved constituents adhered to particulates in the sample. Because the sample was collected <br /> within affected soil and it contained significant particulates,such interference from non-dissolved <br /> constituents was expected. <br /> Following collection of the soil and grab groundwater samples,the borings were backfilled with <br /> ' cement grout placed from the total depth of the boring to ground surface with a tremie pipe. <br /> '• 5.0 ANALYTICAL RESULTS <br /> TPHc,BTEX,and PAHs were not detected in the soil samples from GMX-23 and GMX-24. Soil <br /> ' sample analytical results are summarized in Table 3 and are presented on Figure 2. <br /> No BTEX,TPHg,or PAHs were detected in the grab groundwater samples from borings GMX-23 <br /> ' and GMX-24,which were collected downgradient of affected soil. Prior to the silica gel preparation <br /> procedure,TPHd was not detected above laboratory reporting limits in the sample from GMX-23, <br /> ' and was detected in the sample from GMX-24 at a concentration of 63 µg/1. Following a silica gel <br /> preparation procedure,TPHd was detected in both grab groundwater samples at concentrations of <br /> ' 127µg/1 (GMX-23) and 108 µg/l(GMX-24). However,TPHd was also detected in the method <br /> blank at a concentration of 116µg/1 and the laboratory indicated that these detections are likely due to <br /> laboratory contamination. <br /> In the grab groundwater sample from boring GMX-28,which was collected within the area of <br /> affected soil,toluene, and xylenes were detected at concentrations of 0.7 and 1.5 µg/l,respectively; <br /> and fluorene and phenanthrene(PAHs)were detected at concentrations of 0.3 and 0.2µg/l, <br /> ' respectively. TPHd was detected at a concentration of 620µg/1 prior to the silica gel preparation <br /> • procedure,and at 100µg/1 following a silica gel preparation procedure. TPHd was reported at 380 <br /> \\SF3\DEPTDATA\DOC_SAFE\60005\6115.007\DEC2000REPORT\BURNS SOILGW RPTNOV00_I.DOC 5 <br />
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