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LOG OF SOIL BORING Boring/Hole f/: BW-101 Sheet 2 of 4 Project Name: Blue Grass Gravel Pit Reservoir Project Number: 07107 CONSULTANTS,INC. Sample 0 a c _ E >, Z c Ren arks ) Description/Classification of Materials t m m ° c c u w w o m a S-4:Narrowly Graded Sand with Silt and Gravel Mostly sand,fine to coarse grained,subangular to subrounded; 30-40%gravel,fine to coarse grained,subrounded to rounded; 5-10%fines,non-plastic;maximum particle size=1.0 inch; 16 medium dense;slightly moist to dry,red-brown;(SP-SM). (ALLUVIUM] 17 .N 18 4533.7 19 Water at 19.0 feet S-5:Narrowly Graded Sand with Slit Mostly sand,fine to coarse grained,subangular to subrounded; 5.15%gravel,fine to medium grained,subrounded to rounded; S-5 t 1.5 1.1 5-10%fines,non-plastic;maximum particle size=5/8 inch; 20 loose;wet;mixed color;(SPSM).[ALLUVIUM] 21 4530.7 .:..•.•.-- S-6:Narrowly Graded Sand with Silt Mostly sand,fine to medium grained,subangular to subrounded;<10%fines,non-plastic;maximum particle size= 1/8 inch;loose to medium dense;wet;mixed color,(SP-SM). 23 [ALLUVIUM] 24 4528.o Large gravel lodged in shoe S-6 8/ /4 1.5 0.9 •°;_„� S-6:Narrowly Graded Gravel with Silt and Sand 25 Drill chatter from 25.0 to •g<;.;•g Mostly gravel,fine to coarse grained,subangular to 26.0 feet job a�! subrounded;15-25%sand,fine to coarse grained,subangular to subrounded;<10%fines,non-plastic;maximum particle size 1 1/2 inch;loose;mixed color,(GP-GM).(ALLUVIUM] 26 •"'_� a°° 4525.7 .:d;+.. 27 -S-7:Widely Graded Sand with Gravel ----------------- Mostly sand,fine to coarse grained,subangular to subrounded; 30-40%gravel,fine to medium grained,subrounded to rounded;<5%fines,non-plastic;maximum particle size=1.0 28 :•'.%:��;.`: inch;medium dense;wet;mixed color,(SW).[ALLUVIUM] 29 S-7 4/13115 1.5 0.2 { ' ~j t: 30