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ARCHIVED REPORTS XR0012575
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0012575
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Last modified
5/28/2019 3:44:25 PM
Creation date
5/28/2019 2:49:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012575
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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1 <br /> , <br /> F:,pro)u-U\531-0V USLrcr <br /> EPA Method 8020. 11-he deepest soil sample from eacr: boring also was sent to the <br /> laboratory for analysis to confirm field observations that it did not contain high levels of <br /> nl dro zrbons. <br /> Groui:d 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 EPA Method 8010 and Total Oil and Grease, using EPA <br /> Method 503 NU, as per Tri-Regional.Water Quality Control Board Recommendations. <br /> An additional sail sample (HA 2)was ulsd obtained from a depth of approximately 2 feet <br /> in an area of extensive rubber shavings from'ire-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 /> ;oil boring and!�"mpling prnsedu;,e5 are presented in Appendix A. <br /> Boring and Analysis 1{esuits <br /> The boring logs are presented in Appendix B. The soil beneath the site geneYal:y consists <br /> of homogeneous unconsolidated alluvium, typical of the xntral_valley. The uppermost 5 <br /> feet is generally:a mode--ately stiff,black clay,with some product odor in samples near the <br /> product lines. Dmcath this layer is a homogeneous, loose, brown silt,: occasionally <br /> containing some discontinuous intervals of;clayey or sandy msterial. This silt layer appears <br /> to extend to at least 50 feet, based on the 6- pest bring drilled on size. <br /> Table 1 presents soil sample analytical resulte. Soil samples;*orn the borin; around the <br /> tanks (BI-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 ,rontaining.hydrocarbons appears to be concentrated along the product limes, from <br /> Boring B6 to B9. Levels of TPH-gasoline and diesel"were as high as 5,800 and 12,000 ppm, r <br /> respectively. These data agree,with reports of product Iine leaks in;the pasta <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 BT-EX The sample <br /> contained 3.5 Fnm TPH as diesel and 20 ppm TPH as motor oil: The soil sample frokn <br /> Boring B13 coxl's ned nondetectable levels of TPH as gasoline, diesel, and motor oil,-'as <br /> well as nondetectable levels of total oil and grease,bepzene,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 a,,c probably outside o£the arca.of soli contalnln h drocarbons-- —-- -- <br /> g y <br /> from the fueling facilit-- <br /> 2 <br /> ,e <br /> P <br /> r <br /> ia <br /> ; . <br />
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