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LOG OF SOIL BORING Boring/Hole#:BW-1 02 Sheet 2of4 MAW"� <br /> Project Name:Blue Grass Gravel Pit Reservoir ' <br /> Project Number:07107 (J R <br /> _ <br /> CONSULTANM.INC. <br /> Sample <br /> 0 <br /> a <br /> c _ E <br /> zo 'O c x Remarks Description/Classification of Materials <br /> c <br /> o c c� . <br /> m <br /> m .. <br /> m m o. a c c°7 t <br /> w C H m a <br /> 4536.8 ���•� <br /> S-4:Narrowly Graded Sand <br /> Mostly sand,fine to coarse grained,subangular to subrounded; <br /> S 4 5!6!8 1.5 1.2 5-15%gravel,fine grained,subangular to subrounded;<5% <br /> 15 `"`:% fines,non-plastic;maximum particle size=3/8 inch;to medium <br /> dense;moist mixed color,(SP).[ALLUVIUM] <br /> 16 <br /> 17 <br /> 18 <br /> 19 1.0 to 2.0 feet of fine sand <br /> on center bit Very loose <br /> Water at 19.5 feet <br /> S5 1 for 18' 1.5 0.0 <br /> 20 <br /> Pull auger up to allow <br /> center bit placement <br /> 21 <br /> r <br /> 4529.1 22 _ <br /> ------------------ <br /> �;`i^:;i` S 6:Widely Graded Sand with Gravel <br /> Mostly sand,fine to coarse grained,subangular to subrounded; <br /> 30-40%gravel,fine to coarse grained,subrounded to rounded; <br /> <5%fines,low to non-plastic;maximum particle size=1 1/2 <br /> 23- inch;loose;wet mixed color,(SW).[ALLUVIUM) <br /> •:'sit.x.; <br /> 24 .r.+.:' <br /> S-6 4/313 1.5 0.4 <br /> 26 <br /> 4524.1 27 ----------------------------------------------- <br /> 28 <br />