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"1 <br /> Page 2 of <br /> E <br /> �a <br /> BOREHOLENUMBER2 SOIL BORING LOG ' <br /> ":- o I ENSR Corporation,Inc <br /> PROJECT NAME LOCATION <br /> Unocal No 5098 5605 Pacific Avenue 1041 ! Old Placerville Road <br /> PROJECT NUMBER Suite 210 <br /> 06940-294-120 Stockton California Rancho Cordova,Ca 95827 <br /> 916-362-7100 <br /> www ensr corn <br /> Depth Graphic glow Depth Sample OVM <br /> (feet) (continued) Log Visual Description Counts (feet) ID Values <br /> (ppm) <br />' Sandy Silt,light brawn 10%fg sand 5%medium 13 <br /> grain sand 851/ofines medium density nonplastic 13 <br /> slightly moist 17 <br /> 40 _ 40 <br /> 7 Light yellow brown fine gram sand with gravels wet 11 Mw-3W 7 <br /> BENTONITE medium dense non plastic,5%gravel 70%fine 11 <br /> GROUND <br /> WATER LEVEL SEAL ° 1 grain sand 20%medium grain sand 5%fines 14 <br /> 7!7104 C D <br /> C 0 <br /> 45 a n 45 <br /> 9 <br /> 10 <br /> a 12 <br /> a � o <br /> o D <br /> so <br /> Clayey sift gray green micaceous medium dense 10 <br /> No 3 SAND wet no odor no staining,1000/6 fines,non-low 10 <br /> plasbaty 13 <br /> 55 2 INCH SCH — <br /> 40 PVC 0 020 12 <br /> MACHINE 71 <br /> SLOTTED 14 <br /> CASING <br /> Sand no recovery wet <br /> W <br /> z <br /> 0 60 _ 60 <br /> A 14 <br /> ry 14 <br /> � 17 <br /> Q <br /> 0 <br /> z <br /> g:? Silty Clay Gray green stiff moist,micaceous <br /> n 65 65 <br /> 13 <br /> 13 <br /> • 16 <br /> Fine grain sand with 10%fines 60°/a fine grain 30% <br /> z mediu rain sand non lastic wet <br /> Silty Clay Gray green stiff moist micaceous <br /> 0 <br /> m <br /> tOfs FLUSH ••••-s• T <br /> THREADED Bottom of borehole at 69 8 feet 14 <br /> o BOTTOM CAP 14 <br /> U 17 <br /> z <br /> H <br /> Z <br /> O <br /> J <br /> J <br /> W <br />