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LOG OF SOIL BORING Boring/Hole#:BW-101 Sheet 3 of <br /> Project Name:Blue Grass Gravel Pit Reservoir J <br /> Project Number:07107 <br /> COVSULTAMS C. <br /> Sample <br /> .8 <br /> c <br /> c c Remarks Description/Classification of Materials <br /> G c a m c <br /> > <br /> a m o <br /> w a m a It <br /> 31 <br /> 45207 32 st.x•. <br /> ------------------------------------------------- <br /> S-8:Narrowly Graded Sand with Silt <br /> Mostly sand,fine to coarse grained,subangular to subrounded; <br /> 5-10%fines,low to non-plastic;maximum particle size=1/8 <br /> inch;medium dense;wet;mixed color,(SPSM).[ALLUVIUM) <br /> 33 <br /> 34 Large gravel lodged in shoe <br /> 4518.3 <br /> S-8:Narrowly Graded Gravel with Sand <br /> S-8 9/6/7 1.5 0.7 a, °p Mostly gravel,fine to coarse grained,subangular to <br /> 35— Very bouncy drilling from subrounded;20-30%sand,fine to coarse grained,subangular <br /> 34.0 to 39.0 feet „;•;',o to subrounded;<5%fines,non-plastic;maximum particle size= <br /> 1 1/2 Inch;iron staining;medium dense;wet;mixed color, <br /> (GP).[ALLUVIUM] <br /> 4515.7 <br /> ,e. . ._ <br /> 37 ------------------------------------------------- <br /> ` % S-9:Narrowly Graded Sand with Silt 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 /> size=1/2 icnh;medium dense;wet;mixed color,(SPSM). <br /> [ALLUVIUM] <br /> 39 <br /> S-9 6/6/7 1.5 0.9 <br /> 40 <br /> 41 <br /> 4510.7 Drilling stiffened at 42.0 feet <br /> 42 Bedrock at 42.0 feet --- <br /> __= 5-10:Claystone <br /> S 10 50 for 6" 0.5 0.5 Very thinly bedded to laminated;mostly fines,low to medium <br /> Plasticity;<10%sand,fine grained;moderately weathered;very <br /> 43 soft;moist;gray.[PIERRE SHALE] <br /> =--= <br /> 44 Auger to 44.0 feet before <br /> coring <br /> 45 <br />