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DATE OBSERVED: -13- 5 METHOD OF DRILLING: 24' Bucket Auger <br />145+ 1 0o to 25, 80o to 50' <br />LOGGED BY; SLN GROUND ELEVATION: LOCATION: See Plot Plan <br />z <br />w <br />a <br />°O <br />mw <br />o% <br />UJW <br />®n. <br />- BORING NO. 8 <br />U. <br />�a <br />a <br />�z <br />w} <br />(CONTINUED) <br />m <br />3 <br />Wa <br />W <br />yF <br /><~ <br />SOIL TEST <br />w <br />dc <br />z <br />20 <br />a= <br />DESCRIPTION <br />G <br />V <br />m <br />7 <br />® <br />U <br />zQ <br />40 <br />5 <br />20.3 <br />103 <br />Soft to firm, less sand, more clayey, <br />very moist, medium dense <br />Becomes clayey SILT, very moist to <br />wet, trace of gravel, no porosity <br />45 <br />Becomes very stiff, moist, lighter <br />in color, light orange brown, less <br />clay <br />50 <br />10 <br />14 <br />112 <br />ff <br />TOTAL DEPTH 51' <br />No Groundwater <br />No Caving <br />65 <br />80 <br />86 <br />70 <br />75 <br />80 <br />JOBNo.• 2702-0o <br />LOG OF BORING <br />FIGURE: B_15 <br />IRVINE SOILS ENGINEERING, INC. <br />