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Ems: <br /> Page 2 or 2 <br /> BOREHOLE NUMBER SOIL BORING LOG <br /> Mlyy_gR ENSR Corporation, Inc <br /> PROJECT NAME LOCATION 10411 Old Placerville Road <br /> Unocal No 5098 5606 Pacific Avenue Suite 210 <br /> PROJECT NUMBER Rancho Cordova, Ca 95827 <br /> 06940-293-120 Stockton California 916-362-7100 <br /> www ensr com <br /> Blow Depth sample Ol u <br /> s <br /> Depth (continued} GGraphicVisual Description Camts (test) ID V{ppm) <br /> (feetLog } <br /> Sandy SIR(ML) red brown rrucaceous moist 21 <br /> medium density,trace of coarse grain sand,50% 18 <br /> 2a <br /> fine grain sand dry(continued) Mw 98.35 04 <br /> 40 _ 7 _ a0 <br /> GROUND Slay Sand(SM) fine grained medium dense,50°h 15 <br /> WATER LEVEL silt,moist 1e <br />' 8116104 18 <br /> MW-9R-W 07 <br /> BENTONITE <br /> SEAL <br />' <br /> 45 _L5 <br /> Well graded Sand(SW) fine to medium grained 19 <br /> wet,no odor no staining medium dense small day W <br /> traces 21 <br /> MW 9R-45 7 2 <br /> 50 _ 50 <br />' Well graded Sand(SVi) medium to coarse grained 22 <br /> 24 <br /> wet dense 50%medium grain,30%coarse grain <br /> 20%rine grain sand trace of fines 27 <br /> MW 9R-W 09 <br /> No 3 SAND <br /> 1 <br /> 55 <br /> 55 24 <br /> • 17 <br /> 26 <br /> � - 09 <br /> t, <br /> c3 <br /> z Well graded silty Sand to clayey silt transihan <br /> w 60 2 INCH SCH (SM/ML) wet,brown/gray no odor or staining 24 60 <br /> 40 PVC 0 020 19 <br /> MACHINE 26 <br /> 1 m SLOTTED 04 <br /> CASING <br /> 0 <br /> Orm , <br /> Z6 6a Clayey Sift(ML) gray green wet trace of fine grain 24 65 <br /> sand low to medium plasUaty no odor or staining 26 <br /> 27 <br />' ❑ 04 <br /> 0 <br /> 201 <br /> z <br /> e: <br />' 0 70 FLUSHBo <br /> — 15 <br /> THREADED ttom of borehole at 70 feet 15 <br /> D BOTTOM CAP 29 <br /> 23 <br /> Cc <br /> 0 <br /> 0 <br /> U <br /> J <br /> ..J <br /> } <br />