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' trough, known as the Great Valley Province The structural trough has been filled with <br /> thick sequences of sediments ranging in age from Jurassic to Recent Rocks which compose <br /> the basement floor of the province have not been completely defined but are believed to be <br /> derived from metamorphic and igneous origins. <br />' The site lies within the limas of San Joaquin Valley Water Basin (Basin No 5-22) of the <br /> San Joaquin Basin Hydrologic Study Area, which is drained primarily by the San Joaquin <br /> River Two aquifers are recognized to exist at the site, a deep and a shallow aquifer The <br /> deeper aquifer contains connate water occurring in the semi-consolidated to consolidated <br /> Merhten and Valley Spring Formations The fresh water bearing formation, consisting of <br /> alluvial sediments occurs in a shallower depth These two aquifers are hydraulically <br />' separated from each other. <br />' 3.0 PROCEDURES <br />' 3.1 Drilling and Sampling <br /> Eight soil borings (MW1 through MW3 and B4 through B8) were drilled on April 27-28, <br />' 1994 Borings MWI, MW2, and MW3 were advanced to a total depth of 34 5 feet, 34 feet, <br /> and 35 5 feet, respectively and completed as groundwater monitoring wells Bonngs 134, B5 <br /> and B6 were advanced to total depths of 23 5 feet, 10 feet and 15 feet, respectively. Borings <br /> B7 and B8 were advanced to a total depth of 20 feet Borings B4 through 138 were <br /> backfilled with Portland cement to the surface Auger returns were stockpiled on plastic <br /> sheeting and stored near the fence along the northern perimeter of the site All borings were <br />' drilled using a truck-mounted CME75 high torque drill ng The drill ng and two-man crew <br /> were supplied by Machell Drilling Environmental Corporation (MDE) of Rancho Cordova, <br /> California The bonngs were advanced using eight-inch diameter continuous flight hollow <br /> ' stem augers During drilling, auger returns were monitored for the presence of organic <br /> vapors using a photo-ionization detector (PID Thermo Environmental 580A, 10 0 eV, <br /> calibrated to isobutylene) <br /> ' Discrete soil samples were collected ahead of the drill bit using a split-tube sampler loaded <br /> with three pre-cleaned 2-mch by 6-inch brass sleeves The samples were collected at five- <br /> foot intervals, using a 140-1b hammer to advance the sampler 18 inches The number of <br /> blows required to advance the sampler in 6-inch increments was recorded on the boring logs <br /> (See Appendix A) To avoid cross contamination, the sampling equipment was washed in <br /> ' a tri-sodium phosphate (TSP) solution and nosed twice with water prior to each sampling <br /> run. The augers and drill bit were steam cleaned utilizing a portable decontamination unit, <br /> prior to drilling each boring <br /> ' For each sample, both ends of the lead brass tube were covered with aluminum sheets, <br /> capped and sealed with tape The samples were then stored on ice and transported under <br /> ' chain-of-custody to Pan-Agncultural Laboratories, Inc, in Madera, California <br /> 0-6#iW w.an Swn I— <br /> R"Rm S.'�QRX_%9B3 <br /> 1 <br />