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LOG OF SOIL BORING Boring/Hole M BW-102 Sheet 3 of4 A <br /> ri <br /> Project Name:Blue Grass Gavel Pit Reservoir I <br /> Project Number:07107 <br /> CONRUANTS,/C. <br /> Sample <br /> C V <br /> 9 u Remarks Description/Cfassification of Materials <br /> c � g <br /> m <br /> W a S-7:Widely Graded Send with Sift and Gravel <br /> Mostly sand.fine to coarse grained,subangular to subrounded; <br /> 10-20%gravel,fine to medium grained,subrounded to <br /> rounded;5.10%fines.low to non-plastic;maximum particle <br /> 29 size-1/2 Inch;medium dense;met mbced color;(SWSM). <br /> [ALL.tMUM) <br /> 4521.6 <br /> ;•� S-7:Narrowly Graded Gravel with Silt and Sand <br /> S-7 14/11/13 1.5 1.0 •;�.� Mostly gravel,fine to coarse grained,subangular to <br /> • •• subrounded,25-35%sand,fine to coarse grained,subangular <br /> ';.�'• to subrounded.00%fines,low to non-plastic;maximum <br /> particle size=1 1/2 inch;medium dense;wet;mixed color,(GP- <br /> GM) [ALLUVIUM) <br /> ••.�. <br /> 31 Bouncy drilling from 30.0 to <br /> 33.0 feet .. <br /> 32 <br /> r <br /> 33 <br /> 34 Very bouncy drilling from �••'� <br /> S-8 5o for 0' 0.0 0.0 34.0 to 35.5 feet <br /> .: <br /> 35 <br /> •i. <br /> 45t5.8 S-9 50 fo 0' 0.0 0.0 •�.��'� <br /> Drilling stiffened at35.5feet ------------------------------------------- <br /> _= S-10:Claystone <br /> 30 Bedrock at 35.5 feet _=_= Very thinly bedded to laminated;mostly fines,low to medium <br /> Cobble following augers _s_ plasticity;<10%sand,fine grained;moderately weathered;very <br /> =— soft;moist;gray[PIERRE SHALE] <br /> r <br /> 37 ssr_ <br /> r—� <br /> 38 a sT <br /> =raas- <br /> 5-10 50 for 61 0.5 0.5 =_= <br /> se Auger to 39.0 feet before <br /> coring <br /> 40 <br /> 41 <br /> 1421 <br />