Laserfiche WebLink
y <br /> E�m <br /> Page 2 of 2 SOIL BORING LOG <br /> BOREHOLE NUMBER <br /> MW-29 <br /> PROJECT NAME LOCATION 10411 <br /> Inc <br /> Unocal No 5098 5606 Pacific Avenue 10441111 Old Placerville Road <br /> PROJECT NUMBER Suite 210Rancho Cordova, Ca 95827 <br /> 06940-294-120 Stockton California <br /> 916-362-7100 <br /> www ensr com <br /> t Depth Graphic Blow Depth Sample V al O <br /> Ifee13 (continued) Log Visual Description counts (feet) ID l u e s <br /> u <br /> ou <br /> faaml <br /> Sandy Silt light brown,5%clay 15%sand 800,6 17 <br /> fines medium dense,dry,no odor non plastic 19 <br /> (continued) 25 <br />' 40 _ 40 <br /> 15 MW-29-40 04 <br /> 15 <br /> 21 <br /> GROUND SEALONITE • • Well graded to a coarse gram sand,medium dense <br /> WATER EL 10%coarse gram 70%medium gram,15%fine <br />' 45 —04 grain 5%fines non plastic wet <br /> 45 <br /> 15 <br /> 15 <br /> • 17 <br /> 1 • <br /> so <br /> o Very coarse sand/gravel wet <5%fines 70% 12 <br /> No 3 SAND ° "o coarse grain to gravel 30%fine grain,medium 13 <br /> 03 dense 15 <br /> X00 <br /> *00 9p <br /> 'V a <br /> 55 _ a�° go 55 <br />' 10 <br /> � <br /> � 10 <br /> p 0 a 12 <br /> z <br /> W p 90 <br /> C) 80 _ <br /> 2 INCH SCH e0 <br /> 40 FVC 0 020 Brunn-green gray silly clay wet medium plasticity 14 <br /> cm MACHINE medium stiff 14 <br /> SLOTTED 16 <br /> CASING <br /> 4 <br /> U <br /> 2 <br /> � BS 65 <br /> tr Medium sand with gravels wet medium dense 13 <br /> 0 0 15%coarse grain-gravels 70%medium grain 14 <br /> o ° �S sand 10%fine grain 5%fines no odor no staining 17 <br /> zD 1 inch think lenses of Gay <br /> 4. 4 <br /> 0 <br /> m �o <br /> 70 FLUSH — a -Lo- <br /> THREADED <br /> 0THREADED Bottom of borehole at 70 1 feet 13 <br /> BOTTOM CAP 14 <br /> z <br /> z <br /> cQi <br /> J <br /> ..J <br />