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water, no odor or sheen was noted Two preserved VOA' s were filled & tightly sealed; they were labeled & placed on ice in the container holding the preserved soil tubes Refer to PLATE X for a complete description of blow counts, core recovery, lithology, & other pertinent information The hole was covered pending grouting The rig was then moved to the spot marked for soil boring #2 , (see PLATE VI, ) and drilling began at 1410 hours using clean augers Cores were taken from 5 ' -61611 , 10 ' -11 ' 6" , and 151 -16 ' 0" using the same field procedures described earlier After retrieving the last core, a clean teflon bailer was run to 16 ' When it was retrieved, it contained 30" of muddy water Two preserved VOA' s were filled, tightly sealed and labeled & placed in the ice chest Upon standing for several minutes, the water in the VOA became quite clear The hole was covered pending grouting Refer to PLATE XI for a complete description of blow counts, core recovery, lithology, an other pertinent details The rig was then moved to the location marked for soil boring ##1, as shown on PLATE VI Drilling commenced at 1505 hours using clean auger flights Cores were taken from 5 ' -616" , 101 -11 ' 6" , & 151 -16 ' 61T using standard WJH field protocol After the last core was retrieved, a clean teflon bailer was run in the hole & allowed to set for 5-10 minutes When it was recovered, it contained about 30" of muddy water which had a petroleum odor Two VOA' s were filled, sealed, labeled, and placed on ice Refer to PLATE XII for details of blow counts, core recovery, lithology, and other data While completing the last soil boring, a cement/bentonite slurry was mixed in a mechanical blender Each soil boring was filled from the bottom to the surface by use of a tremae pipe & flexible hose The annular space between the 2" casing and hole in each monitoring well was also thoroughly grouted Preformed vaults were then installed on each well, with the casing extending far enough into the vault to allow the installation of a locking cap The casings were notched on the north side to facilitate future measurements The vaults were thoroughly cemented in place with a sand/cement mixture, and traffic covers installed The grouting operations were witnessed by Linda Turkatte of the San Joaquin County EHD The drums containing drill cuttings were clearly labeled and stored on site pending results of the laboratory analyses The preserved soil & water samples were transported under chain of custody by Wm Hunter to FGL Environmental laboratory in 8 I