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^,1-OCATiQN MAP PACIFIC ENVIRONMENTAL GROUP, INC. BORING NO B-3 <br /> East Main Street <br /> PAGE 1 OF 1 <br /> PROJECT NO 320-159 1A CLIENT CHEVRON <br /> ° N LOGGED BY MOTO DATE DRILLED 1-10-96 <br /> O I DRILLER V&W LOCATION 334 East Main Street <br /> DRILLING METHOD HSA HOLE DIAMETER 8' <br /> � ^^ SAMPLING METHOD CALMOD HOLE DEPTH 31 5' <br /> CASING TYPE NA WELL DIAMETER NA <br /> B'"3 SLOT SIZE NA WELL DEPTH NA <br /> SAND PACK NA CASING STICKUP NA <br /> z <br /> Uj rr � O ¢ U 0. <br /> WELL z a _ <br /> COMPLETION ; t Uj R � a LITHOLOGY 1 REMARKS <br /> Op Uj _j Wiwi. <br /> U F a m C3 — cn V` to <br /> CONCRETE 6', PEA GRAVEL 6- <br /> 2 ML SILT light grayish brown, no plasticity, 90%silty fines, <br /> Backfilled 110%fine sand, micaceous, iron oxide staining along <br /> With 4 fine rootlets, stiff, no product odor <br /> Grout <br /> Mst 0 14 6 <br /> 8 <br /> SM SILTY SAND light brownish gray, 30% silty fines, 70% <br /> Mst 0 19 10 fine sand, micaceous, medium dense, no product odor <br /> 12 <br /> 14 <br /> Mst 0 63 16 ML CLAYEY SILT pale olive, low plasticity, 95%clayey and <br /> silty fines, trace fine sand, pervasive iron oxide staining, <br /> 18 hard, no product odor <br /> ®20' light olive gray, 80%silty fines, 200/6 fine sand, <br /> Mst 0 38 20 micaceous, pervasive iron oxide staining, hard, no <br /> SM product odor <br /> 22 SILTY SAND light yellowish brown, 30% silty fines, 60% <br /> 24 fine sand, 10% coarse sand, micaceous, occasional 1" <br /> horizontal silt lenses, dense, no product odor <br /> Mst 0 48 26 SP SAND light olive brown,trace fines, 80%fine to <br /> medium sand, 10%coarse sand,trace fine gravel, <br /> 28 micaceous,very dense, no product odor <br /> Wt 0 >63 30 <br /> 32 <br /> 34 <br /> BOTTOM OF BORING AT 31 5' <br /> 36--- <br /> 38- <br /> 40- <br /> 42--- <br /> 44 <br />