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• <br />• <br /> <br />owNEa: SHERIDAN ENTERPRISES, INC. <br />PROJECT: LOMA PROJECT BORING. NO: _ ~-?' <br />LOCATION: EAST SALT CREEK ~ ~ ~ ~~ <br />COORDINATES N. E. ELEV. PAGE 1 OF 3 <br /> <br />Z p <br />9 _ <br />Q <br />y <br />W <br />OOU1= <br />¢f..24 <br />~' <br />y~Z <br />a a = a <br />4 ~ iry; Qi~ DESCRIPTION OF SOILS <br />O ` _y~, <br />(r <br />y f Wy0 3 V <br />J <br />W ~ N <br />Q y W <br />y aQ0 <br /> sm Sandy silt, light. brown, dry <br /> gm/sm Sandy silt to silty gravel with medium-sized. <br />5 ~ o:'. <br />gravel, medium, brown, dry <br /> <br />10 47 <br /> <br />IS _e <br />Heavier gravel,, aedum to lame-sized gravel <br />0 No drive for split spoon sample at 19 €eet, hole <br /> caved in at approximately 7 feet <br /> Boulder, sandstone <br />5 <br /> o <br /> No drive for split spoon sample, at 29 feet, hole <br />0 caved in at approximately 29; feet <br /> e.. , <br /> Boulder, sandstone <br />S <br /> <br /> ~ Water level, 4-17-81 <br /> Sandy silt to silty gravel with small-sized gravel, <br /> ° medium reddish brown ~ ~ -~ <br /> Water encountered in drilling at 37 feet <br /> 25 . <br /> o <br />G Figure 4.1=4 <br />~: LOG OF BGRI N <br />. <br />GEO-HYDRO tONSULTING,INC. <br />