Laserfiche WebLink
Parsons Engineering Science, Inc <br /> feet bgs These results suggested that soil contamination might not be limited to the <br /> Greyhound property <br /> On February 3, 1995, PHS-EHD provided a letter to Greyhound recommending that <br /> further soil investigation be conducted to the west of the former dispenser and tank pit area <br /> and any other areas where contamination currently existed In response, a work plan was <br /> submitted and subsequently approved The conduct of work and results are described in the <br /> following section More recently, PHS-EHD has indicated (verbal communication) that the <br /> site could be considered for closure In response, this report was prepared <br /> SITE INVESTIGATION <br /> Introduction <br /> The section describes work recently performed to confirm the western lateral and vertical <br /> limits of any soil or groundwater contamination that may be present This work was <br /> performed between August 26, 1996 (soil boring advancement and monitoring well <br /> installation) and September 4, 1996 (groundwater sampling), and was conducted in <br /> accordance with the PHS-EHD approved work plan (Parsons ES, 1995) Prior to the <br /> advancement of the soil boring and installation of the monitoring well, the requisite permits <br /> were obtained from both the City of Stockton and from the PHS-ESD (Appendix A) All <br /> held activities were conducted under the supervision of a California Registered Geologist <br /> (RG) All field activities were documented in bound field notebooks and with photographs <br /> (Appendix B) <br /> Soil Boring and Soil Sampling Procedures <br /> In order to characterize the western limits and horizontal and vertical extent of any soil <br /> contamination that may be present, one additional soil boring (SB-9) was advanced offsite <br /> west of the former USFT pit and associated piping As described below, a monitoring well <br /> (MW-4 in Figure 2) was subsequently installed in the boring <br /> Prior to advancing the boring, all subsurface drilling equipment was thoroughly <br /> decontaminated by steam cleaning The boring was advanced to a maximum depth of 51 5 <br /> feet using hollow-stem auger and five-feet interval, split-spoon sampling techniques in <br /> accordance with established American Society for Testing and Materials (ASTM) Standard <br /> D-1586 All soil samples retrieved from the soil boring were visually inspected for signs of <br /> staining and screened for the presence of hydrocarbon odors and the evolution of organic <br /> vapors with a PID All soil samples collected (a total of 10 samples) were submitted for <br /> analysis of TPH-D using United States Environmental Protection Agency (EPA) modified <br /> Method 8015 and for BTEX using EPA Method 8020 in accordance with California <br /> Department of Health Services (DHS) Leaking Underground Fuel Tank (LUFT) Manual <br /> requirements All soil samples were logged in the field by an experienced Parsons ES <br /> geologist <br /> PARESSYR01 VOL]RIWP172760780969127607R03WW6 5 <br />