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2900 - Site Mitigation Program
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PR0504770
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Last modified
10/4/2019 4:55:26 PM
Creation date
10/4/2019 4:48:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0504770
PE
2950
FACILITY_ID
FA0006319
FACILITY_NAME
HFCC
STREET_NUMBER
503
Direction
W
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21220005
CURRENT_STATUS
02
SITE_LOCATION
503 W LARCH RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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CrWirN. SACRAMENTO <br /> i <br /> 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> 5.1 Conclusions <br /> A total of four corings were drilled on the property at 503 West Larch Road in <br /> Tracy, California. One coring was Iocated on each side of the commercial building <br /> located on the property. The assessment did not identify the presence of any organic <br /> compounds in the soils which may have resulted from previous operations at,the site. <br /> However, the assessment identified the presence of halogenated volatile organic <br /> compounds in the groundwater beneath the site. <br /> Analytical results of groundwater samples collected from SP-2 and SP-3 identified <br /> trace concentrations of 1,1 Dichloroethene; 1,1 Dichloroethane; 1,1,1 Trichloroethane, <br /> and Trichlorofluoromethane. However, the concentrations of the compounds identified <br /> Lda not exceed California state drinking water maximum concentrationlimits (MCLS). <br /> Due to the sampling method used, the grab samples taken may not be a true <br /> representative of theroundwater beneath the site and thus the halogenated volatile <br /> g g o e <br /> f organic compounds found may not represent the actual concentrations present. <br /> 5.2 Recommendations <br /> To fully assess the extent and actual contaminant concentrations of the identified <br /> groundwater impairment, and evaluate potential sources of the contaminants, the <br /> following recommendations should be considered. <br /> A minimum of three groundwater monitoringwells Should be installed on the <br /> west side of the building. This would allow an actual determination of hydraulic <br /> gradient and flow direction to enable the evaluation of a potential contaminant <br /> source. <br /> • Conduct roundwater sam lin to determine actual groundwater contaminant <br /> j concentrations. <br /> Implement quarterlygroundwater sampling,`to assess groundwater conditions <br /> an obtain repeatable results. <br /> 10 <br />
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