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DATE OBSERVED: 6`13-85 METHOD OF DRILLING: 24" Bucket Auger <br />2200 to 23': 1450 to 46': 700 <br />LOGGED BY. .,_C1$G____GROUND ELEVATION: i 47+ LOCATION: See Plot Plan <br />4 <br />w <br />< <br />o <br />arw <br />0- <br />c <br />00- <br />BORING NO. 13 <br />v <br />0 <br />3aa.. <br />K <br />F <br />w} <br />01 <br />(CONTINUED) <br />s <br />ay <br />rn <br />2 <br />P5 <br />?a <br />H <br />'w <br />SOIL TEST <br />F <br />aO <br />COOz <br />< <br />oN <br />x <br />.� <br />20 <br />-�+m <br />°'x <br />DESCRIPTION <br />C <br />dill <br />m <br />0 <br />2W <br />40— <br />1,11- <br />9 <br />x <br />Light orange brown clayey SILT, moist, <br />stiff, slightly porous <br />46 <br />@47' Becomes light reddish brown, <br />ML <br />very stiff <br />SM <br />41 <br />@50' Dense silty sand <br />60 <br />TOTAL DEPTH 50' <br />No Groundwater <br />Caving from 14-17' <br />66 <br />60 <br />e6 <br />7a <br />76 <br />ea <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: B-26 <br />IRVINE SOILS ENGINEERING.INC. <br />