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ARCHIVED REPORTS_XR0004418
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PR0539293
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ARCHIVED REPORTS_XR0004418
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Last modified
11/20/2019 3:33:58 PM
Creation date
11/20/2019 3:25:11 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004418
RECORD_ID
PR0539293
PE
2957
FACILITY_ID
FA0022465
FACILITY_NAME
VALLEY MOTORS
STREET_NUMBER
800
Direction
E
STREET_NAME
MAIN
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
800 E MAIN
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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below the allowable limit or non-detect These three samples were run for STCL lead and <br /> reported as non-detect. <br /> Refemng to the Spring of 1993 water table map issued by the San Joaquin Flood Control <br /> District, PLATE IVA, groundwater is recorded at approximately 63' below ground level at <br /> this location However, the highest water levels measured in the last 11 years at this site <br /> were approximately 35 bgl in both the spring and fall of 1983. Using this depth to <br /> groundwater, n <br /> g SB 1 SB 1arled a environmental fate worksheet for Benzene and soil <br /> Znng B2 also faile the works eet for Benzene, as well as Xylene (TABLE 2-4) It should <br /> �be point out at ere was no soil contamination of any land found below the depth of <br /> twenty-six (26) feet, which is approximately ten (10) feet above the highest reported <br /> groundwater <br /> There is no indication that the groundwater has been affected by the overlying soil <br /> contamination If the groundwater was contaminated, some contamination should have been <br /> detected at deeper depths in the borings that were bored to 401h-41 feet bg1 <br /> While the vertical extent of soil contamination has been determined, the lateral extent remains <br /> to be defined <br /> RECOMMENDATIONS <br /> AIthough the results of the soil bonngs indicate that further investigation may be necessary, <br /> • we are not prepared at this time to submit proposals to conduct such work <br /> There are several options which must be examined pnor to determining the proper and most <br /> cost effective approach These include additional soil borings, hydropunch and/or cone <br /> penetrometer sampling, soil vapor surveys, and site excavation Until the County EHD and <br /> our clients have had sufficient time to review this report, we feel it would be inappropriate to <br /> proceed further We will, of course, proceed in a timely manner once agreement has been <br /> reached on a plan of action <br /> Hunter & Associates <br /> .I 7, 1994 t�' -yD GEpe p <br /> c!r <br /> cc Valley Motors �� RUIL M14�lA�EB <br /> NO 860 <br /> OF C <br /> •� <br /> 6 <br />
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