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ARCHIVED REPORTS XR0001936
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001936
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Last modified
5/28/2019 3:41:41 PM
Creation date
5/28/2019 3:21:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001936
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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F\Pr0JeCU\531-WI\u9trep <br /> EPA Method 8020. The deepest soil sample from each boring also was sent to the <br /> laboratory for analysis to confirm field observations that it did not contain high levels of <br /> hydrocarbons. <br /> Ground water was not found in any of the borings. <br /> Samples obtained from the borings near the former waste oil tanks were also analyzed for <br /> Chlorinated Hydrocarbons using TEPA Method 8010 and Total Gil and Grease, using TEPA. <br /> Method 503 D&E. as per Tri-Regional dater Quality Control Board Recommendations. <br /> An additional soil sample (HA-2 was also obtained from a depth of approximately 2 feet <br /> in an area of extensive rubber shavings from tire-retreading operations. This sample was <br /> outside of the fueling area. Soil sample HA-2 was analyzed for total lead, total oil and <br /> grease, TPH as gasoline, diesel fuel, and motor oil, and BTEX. <br /> Soil boring and sampling procedures are presented in appendix A. <br /> Boring and Analyses Results t <br /> The boring logs are presented in Appendix B. The soil beneath the site generally consists <br /> of homogeneous unconsolidated alluvium, typical of the central valley. The uppermost 5 <br /> feet is generally a moderately stiff; black clay, with some product odor in samples near the <br /> product lines. Beneath this layer is a homogeneous, loose, brown silt, occasionally <br /> containing some discontinuous intervals of clayey or sandy material. This silt layer appears <br /> Jto extend to at least 50 feet, based on the deepest boring drilled on site. <br /> Table 1 presents soil sample analytical results. Soil samples from the bonngs around the <br /> tanks (B1-B6) indicate total levels of petroleum hydrocarbons in the soil of less than 100 <br /> parts per million (ppm), except for the sample from 15 feet in Boring B2, which had TPH- <br /> gasoline and diesel concentrations of 440 and 6,600 ppm, respectively. The majority of the <br /> soil containing hydrocarbons appears to be concentrated along the product lines, from <br /> Boring B6 to B9. 1,evels of TPH-gasoline and diesel were as high as 5,800 and 12,000 ppm, <br /> respectively. 'These data agree with reports of product line leaks in the past. <br /> Soil samples taken from borings near the former waste oil tanks (HA-1 and B-13) contained <br /> nondetectable levels of chlorinated hydrocarbons. Sample HA-1 contained 320 ppm total <br /> oil and grease and nondetectable levels of TPH as gasoline and BTEX. The sample <br /> contained 3 5 ppm TPH as diesel and 20 ppm TPH as motor oil. The soil sample from <br /> Boring B13 contained nondetectable levels of TPH as gasoline, diesel, and motor oil, as <br /> well as nondetectable levels of total oil and grease,benzene, and ethylbenzene. The sample <br /> contained 2.6 ppb toluene and 3.2 ppb total xylenes. These analytical results indicate that <br /> Borings HA-1 and B13 are probably outside of the area of soil containing hydrocarbons <br /> from the fueling facility. <br /> 2 <br />
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