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2900 - Site Mitigation Program
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PR0522088
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Last modified
7/3/2019 4:54:00 PM
Creation date
7/3/2019 2:54:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0522088
PE
2950
FACILITY_ID
FA0015050
FACILITY_NAME
RYDER TRUCK RENTAL
STREET_NUMBER
3633
STREET_NAME
DUCK CREEK
STREET_TYPE
DR
City
STOCKTON
Zip
95215
APN
17331001
CURRENT_STATUS
01
SITE_LOCATION
3633 DUCK CREEK DR
P_LOCATION
01
QC Status
Approved
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EHD - Public
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' 5 <br /> ' 4.0 SOIL SAMPLING BENEATH FRESH OIL PIPING <br /> ' 4.1 Soil Sample Collection <br /> OnNovember 3,2003,FREY collected soil samples P6 through P9 in the locations shown on Figure <br /> ' 2. Soil samples P6 through P9 were collected from beneath a removed lube oil pipe which ran from <br /> inside the service bays to the lube oil UST. Soil sample locations and depths were specified by Dena <br /> Abanta of the San Joaquin Department of Environmental Health on November 3, 2003. <br /> ' FREY manually excavated to depths of approximately 2 feet below the lube oil piping. FREY <br /> attempted to hand auger in the locations specified. However, attempts to collect soil samples with <br /> ' a drive sampler were met with refusal after advancing the sampler approximately 3 inches. FREY <br /> filled the remainder of each 6-inch tube with soil manually excavated from the sample area. <br /> ' Each sample was labeled with the project number, sample number, depth, time and date of sample <br /> collection. After sample collection, the brass tubes were capped with teflon tape and an air tight <br /> plastic cap,placed in plastic bags, and stored in an ice chest cooled with ice. The soil samples and <br /> the associated chain of custody were transported to the laboratory at the conclusion of soil sampling <br /> activities. <br /> Soils samples P6 and P7 consisted of a dark brown to black,moist,clay from just below the concrete <br /> surface to the depth of each sample location at approximately 4 feet bgs. Soil samples P8 and P9 <br /> consisted of brown silt from just below the concrete to the depth of each sample location at <br /> approximately 4 feet bgs. Groundwater was not encountered during this investigation. <br /> 4.2 Laboratory Analyses <br /> Soil samples P6 through P9 were analyzed for TPH-d in general accordance with EPA Method <br /> ' 8015M. In addition, the soil samples P6 through P9 were also analyzed for BTEX and fuel <br /> oxygenates in general accordance with EPA Method 8260B. <br /> I4.3 Soil Sample Results <br /> TPH-d, BTEX and fuel oxygenates were not detected above the laboratory detection limits in soil <br /> samples P6,P7,P8 and P9. Soil sample laboratory analytical results have been summarized in Table <br /> 1. Soil samples were analyzed by Baseline On-Site Analysis, a State-certified hazardous waste <br /> testing laboratory based in Huntington Beach,California. The laboratory and quality control reports, <br /> ' along with chain-of-custody documentation are provided in Appendix A. <br /> FREY <br />
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