Laserfiche WebLink
1 <br /> INS* <br /> Page 2 of 3 SOIL BORING LOG <br /> . BOREHOLE NUMBER <br /> AS-33 ENSR Corporation, Inc <br /> PROJECT NAME LOCATION <br /> Unocal No 5098 5606 Pacific Avenue 10411 Old Placerville Road <br /> 210 <br /> PROJECT NUMBER Suite Rancho Cordova,, <br /> Ca 95827 <br /> 06940-294-120 Stockton California <br /> 916-362-7100 <br /> www ensr corn <br /> I <br /> Depth Graphic Blow Depth Sample OVM <br /> Values I <br /> (feet) (continued) Loo Visual Description counts (feet) iD <br /> (ppm) <br /> Sandy Silt(ML)dry dense,no odor or staining 21 <br /> 90%fines 10%fine grained sand (continued) 20 <br /> 20 AS 33 35 02 <br /> I <br /> E _ � <br /> 40 _S] 40 <br /> GROUND Sand(SW) medium dense micaceous wet little 15 <br /> WATER LEVEL • 16 <br /> to no fines no odor or staining <br /> 7/11105 19 AS 33-40 1 1 <br /> I <br /> I <br /> • I <br /> E 45 _ as <br /> 25 <br /> 18 <br /> 19 17 <br /> I <br /> I <br /> E 50 — 50 <br /> 27 <br /> 25 <br /> 25 54 <br /> I <br /> I <br /> p� 55 55 <br /> Sand(SW) gray wet,medium density 65% 21 <br /> medium grained sand 30%fine grained sand,5% 21 <br /> o fines trace of coarse grained sand no odor or 20 85 <br /> staining <br /> d I <br /> U <br /> E z <br /> W <br /> CLCL <br /> ED 60 _ 60 <br /> I <br /> E <br /> J <br /> V <br /> ZA 65 <br /> 85 <br /> Silty Clay(CL) gray-green stiff <5%sand 95°/a 21 <br /> fines wet,non-low plasticity,strong odor 21 <br /> 20 <br /> $S6 <br /> o <br /> c2 <br /> z <br /> 0 <br /> 0 <br /> m — <br /> 70 70 <br /> Silty Sand(SM)with brown clay sand is 24 <br /> o gray-green wet 70%fine grained 10%medium 22 <br /> grained 20%fines verystrong odor 30 326 <br /> I � I <br /> � I <br /> z <br /> v I <br /> U I <br /> � I <br /> E 75 75 <br />