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ARCHIVED REPORTS XR0000066
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3500 - Local Oversight Program
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PR0543386
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ARCHIVED REPORTS XR0000066
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Last modified
10/31/2018 3:12:32 PM
Creation date
10/31/2018 2:56:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000066
FileName_PostFix
XR0000066
RECORD_ID
PR0543386
PE
3528
FACILITY_ID
FA0003791
FACILITY_NAME
TUFF BOY INC
STREET_NUMBER
5151
STREET_NAME
ALMONDWOOD
STREET_TYPE
DR
City
MANTECA
Zip
95337
APN
22606017
CURRENT_STATUS
02
SITE_LOCATION
5151 ALMONDWOOD DR
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Mr Martin Hams <br /> March 22, 2000 <br /> Page 4 of S <br /> summarized in Table 2 Laboratory reports and chain of custody documentation are included in <br /> Attachment B <br /> 4.3 Groundwater Analytical Results <br /> The grab groundwater sample collected from boring SBI contained elevated levels of gasoline <br /> constituents Most notably, TPHg was detected at 8,000 parts per billion (ppb), benzene was <br /> detected at 13 ppb, and lead was detected at 810 ppb The lead result is in excess of the primary <br /> drinking water Maximum Contaminant Level (MCL) of 15 ppb established by the U S <br /> Environmental Protection Agency This elevated level is due to the fact that the water sample <br /> was unfiltered and contained a significant amount of silt from the zone of soil contamination <br /> The sample was subsequently filtered and analyzed for dissolved lead on January 10, 2000 using <br /> EPA method 6010/200 7 No dissolved lead was detected in the sample (<5 0 ppb) A copy of <br /> the laboratory report is included in Attachment B <br /> No gasoline oxygenate additives were detected in the sample, although the detection limits were <br /> elevated by one order of magnitude due to dilution factors <br /> The groundwater sample collected from boring SB2 was not analyzed <br /> 5.0 SUMMARY AND CONCLUSIONS <br /> 5.1 Summary J <br /> I <br /> • Lithology beneath the site consists of interbedded layers of well graded sand, clayey sand, silt, <br /> and clay to at least 26 feet bgs, the maximum depth explored <br /> • Soil samples collected from a depth of 9-11 feet bgs in each of the three borings advanced at the <br /> site were discolored and had moderate to strong hydrocarbon odors <br /> • Soil samples collected from the three borings at depths of 4-6 and 14-16 feet bgs had slight <br /> hydrocarbons odors and some discoloration, except in boring SB3, where only the sample from <br /> 4-6 feet bgs showed evidence of contamination <br /> • Gasoline hydrocarbon constituents were detected only the samples collected at 10 feet bgs from <br /> each boring No soil contamination was detected in any soil samples collected at depths greater <br /> than 11 feet bgs <br /> • Groundwater was encountered at a depth of approximately 9 5 feet bgs in each boring <br /> • The groundwater sample collected from boring SBI contained elevated levels of gasoline <br /> constituents, including benzene, ethylbenzene, xylenes, and lead However, no dissolved lead <br /> was detected in the groundwater sample <br /> • No MTBE or other gasoline oxygenate additives were detected in the water sample <br /> 5.2 Conclusions <br /> • Shallow soil in the immediately vicinity of the former UST has been impacted by a release of <br /> gasoline <br /> • Soil contamination attenuates rapidly with depth and does not appear to extend deeper than <br /> datalgroundmltu$boyVeport suhsuuaum.doe <br />
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