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LOG OF SOIL BORING Boring/Hole#: BW-102 Sheet 3 of 4 <br /> � . <br /> Project Name: Blue Grass Gravel Pit Reservoir <br /> Project Number: 07107 ` <br /> �ULTANTS.INIC. <br /> Sample <br /> 0 <br /> a <br /> c E <br /> Z c Remarks Description/Classification of Materials <br /> o <br /> c <br /> > <br /> a <br /> m <br /> w o ca a <br /> S-7:Widely 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 /> 29 size=1/2 Inch;medium dense;wet:mixed color,(SW-SM). <br /> [ALLUVIUM] <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 /> 30— <br /> • subrounded;25-35%sand,fine to coarse grained,subangular <br /> to subrounded;<10%fines,low to non-plastic;maximum <br /> particle size=1 1/2 inch;medium dense;wet;mixed color,(GP- <br /> '••�.•;;• GM).[ALLUVIUM] <br /> 31 Bouncy drilling from 30.0 to <br /> 33.0 feet <br /> •'0• ie• <br /> 32 <br /> °•.'. <br /> %��; <br /> 33 <br /> %�.� <br /> "'.K. <br /> %0• ie' <br /> 34 Very bouncy drilling from <br /> S-8 50 for 0" 0.0 0.0 34.0 to 35.5 feet <br /> 35 <br /> 4515.6 S-9 50 fo 0" 0.0 0.0 •�,.� <br /> Drilling stiffened at 35.5 feet —_ — ------------------------------------------- <br /> S-10:Claystone <br /> Bedrock at 35.5 feet =___ Very thinly bedded to laminated;mostly fines,low to medium <br /> 36 Cobble following augers do =_ plasticity,<10%sand,line grained;moderately weathered;very <br /> soft;moist;gray.[PIERRE SHALE] <br /> 37 ---- <br /> 38 —--_= <br /> S-10 50 for 6" 0.5 0.5 —_ <br /> —Mw ------------------------------------------------- <br /> 39 Auger to 39.0 feet before <br /> coring <br /> 40 <br /> 41 <br /> 42 <br />