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LOG OF SOIL BORING Boring/Hole#:BW-101 Sheet 3 of 4 <br /> Project Name:Blue Grass Gravel Pit Reservoir <br /> Project Number:07107 -Rtir <br /> __ <br /> CONSULTANTS,NC. <br /> Sample <br /> c 9 <br /> z° c Remarks Descrfption/Classlfication of Materials <br /> q U <br /> oW a 1 > 2 <br /> G G G U y <br /> 31 <br /> 4520 7 <br /> ;.+.• <br /> S-8:Narrowly Graded Sand with Slit <br /> Mostly sand,tine 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 /> 45183 <br /> S-8:Narrowly Graded Gravel with Sand <br /> S-8 9/6/7 1.5 07 'a;:;.°a Mostly gravel,fine to coarse grained,subangular to <br /> 35 Very bouncy drilling from Sa.;�_ subrounded;20-30%sand,fine to coarse grained,subangular <br /> 34 0 to 39 0 feet ,oa�;',o to subrounded;<5%fines•non-plastic;maximum particle size= <br /> 1 1/2 Inch;iron staining;medium dense,wet,mixed color, <br /> •'0'I,',' (GP).[ALLUVIUM) <br /> 36 <br /> io�t i <br /> 4515.737— °... . .• <br /> ------------------------------------- <br /> ' S-9:Narrowly Graded Sand with Salt 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 /> 38 size=1/2 k:nh;medium dense;wet;mixed color,(SPSM). <br /> [ALLUVIUM) <br /> 39 <br /> S-9 61W 1.5 0.9 <br /> 40 <br /> 41 <br /> 45107 Drilling stiffened at 42.0 feet <br /> 42 Bedrock at 42.0 feet __— S•10:Claystone <br /> S 10 50 for 6• 0.5 0.5 _=_ Very thinly <br /> bedded to laminated;mostly fines,low to medium <br /> plasticity,<10%sand,fine grained;moderately weathered;very <br /> ___ soft;moist;gray.[PIERRE SHALE) <br /> 43 <br /> 44 Auger to 44.0 feet before --- <br /> coring <br /> 45 <br />