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DATE OBSERVED: 6-13-85 METHOD OF DRILLING:.. 24" Bucket Auger <br />1600 to 251: 800 to 50' <br />LOGGED BY: MBC GROUND ELEVATION: 14l± LOCATION: See Plot Plan <br />Z !- 0 W <br />w0 W J War ¢O <br />a 4 <br />W < O mW on. - BORING NO. <br />U. V 1 Da a FZ W} (CONTINUED) <br />" y <br />x y2 NW <f SOIL TEST <br />co 3 < <br />r x Oz -+ 5 <br />a 0)O ON a aZ <br />i0 DESCRIPTION <br />G U M m 0 ZW <br />40 <br />ML <br />@39.5' Becomes sandy SILT, very moist, <br />6 <br />18.3 <br />108 <br />medium dense, slightly porous <br />DIRECT SHEAR <br />Becomes moist <br />45 <br />12 <br />13.8 <br />119 <br />Becomes increasingly red in color and <br />increasingly sandy, slightly porous <br />50 <br />18 <br />12.1 <br />120 <br />@50' Becomes clayey, stiff <br />TOTAL DEPTH 51' <br />No Groundwater <br />No Caving <br />56 <br />80 <br />86 <br />70 <br />75 <br />80 <br />JOB No.: 2702-00 <br />LOG OF BORING <br />FIGURE: <br />B-9 <br />IRVINE SOILS ENGINEERING. INC. <br />