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C J <br />• <br />r1 <br />LJ <br />OWNER: SH ERTDAN FNT ER PR7SFS, TNC <br />PROJECT; LOMA PROJECT BORING No. M~''-1 <br />EAST SALT CREEK <br />LOCATION <br />2 2 <br />COORDINATES N. E. ELEV. PAGE OF <br /> <br />2 <br />O <br />~ z <br />•Z <br />` <br />N <br />W <br />GOVT <br />Kr2LL <br />f <br />¢ <br />Z <br />d <br />~ <br />a n . <br />~ <br />i~y yi W <br />Ff~ <br />DESCRIPTION OF SOILS <br /> <br />~ S _~ <br />y <br />N 3 <br />y az <br />3 <br />J ~ N Nay <br />j~ V <br /> 5 os_ <br /> o. <br />, <br />12 <br /> y ~- Sandy clay with some small gravel, medium brown <br /> i <br /> i <br /> i <br /> i <br />S ~ <br /> i~ <br /> i <br /> i <br /> i <br /> i <br /> i <br />0 / 10 <br /> ~ Sandy silt, medium brown, wet <br /> sm <br />5 <br />0 <br />5 <br /> d --- Top of gravel at 67 feet <br /> <br /> o <br />0 :D:. <br /> - - - - Sand, medium grained,with some gravel <br /> sw <br /> 16/6" <br />5 Boulder sandstone at 75 feet <br /> Boring completed at 75.5 feet on 4-16-81 <br /> PVC pipe was installed, bottom rests at 59 feet, <br /> slotted from 47-57 feet, with a 1:8 foot stickup <br /> Water level 4-17-81, 4p.m. 39.6 inches from top of <br />pipe <br />LOG OF BORING Figure 4.1-3 (Contd. ) <br />GEO-HYDRO CONSULTING,INC. <br />