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• <br />• <br />n <br />U <br />owNER: SHERIDAN ENTERPRISES, INC. <br />PROJECT; LOMA PROJECT BORING ND. ~-2 <br />LOCATION ; EAST SALT CREEK <br />COORDINATES N. E. ELEV. PAGE 1 OF 3 <br /> <br />Z <br />O = <br />~ Z <br />Q <br />Q <br />y <br />W ZW- <br />OOUF <br />¢I=2LL <br />f <br />Z <br />¢ <br />Q a u <br />Z J ~? <br />LL <br />N n o 4nH y~y11 <br />ZfN I <br />F F~ <br />Z DESCRIPTION OF SOILS <br />~ W <br />~ _ <br />.y ~ 3J <br />W Q <br />; <br />W R N N N~ <br />m O <br /> 5 a¢- <br /> sm Sandy silt, light brown, dry <br /> gm/sm Sandy silt to silty gravel with medium-sized <br />5' gravel, medium brown, dry <br /> 0 <br />l0 <br />'~ 47 <br /> <br /> <br />15 ~ <br />.o <br /> <br />'?eavier gravel, medium to large-sized gravel <br />O No drive for split spoon sample at 19 feet, hole <br /> caved in at approximately 7 feet ' <br /> 0 <br />Boulder, sandstone <br />5 <br /> '.o <br />O <br /> O <br /> ~ No drive for split spoon sample at 29 feet, hole <br />0 caved in at approximately 29 feet <br /> c': <br /> Boulder, sandstone <br />5 <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 /> 0 <br />LOG OF BORING Figure 4.1-4 <br /> <br />GEO-HYDRO ~ONSULTING,INC. <br />