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i <br /> r PROJECT NUMBER BORING NUMBER <br /> ® A E:1 14 A`i_II 5 -I SHEET I OF 3 <br /> t . <br /> SOIL BORING LOG <br /> PROJECT [lel Monte Plant 33 LOCATION5lucklur,, CA <br /> ELEVATION 20 fl. NGVD (TOC) DRILLING CONTRACTOR Gregg Drilling, Inc. <br /> DRILLING METHOD AND EOUIPMENT W' OD Hollow Stem Auger <br /> WATER LEVELS Approx. 70 ft Des _START I-17-95 FINISH 1-17-95 LOGGER T. Little. <br /> -� SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> o � PENETRATION <br /> "' Y TEST SOIL NAME USCS GROUP SYMBOL, COLOR, <br /> tj J o cc RESULTS - DEPTH OF CASING, DRILLING RAF <br /> a z m w MOISTURE CONTENT,RELATIVE DENSITY <br /> y a w > © DRILLING FLUID LOSS <br /> r= w w m o 6" -6'-ti' OR CONSISTENCY, SOIL STRUCTURE, m <br /> W z 0. Z L (N) MINERALOGY TESTS AND INSTRUMENTATION <br /> CONCRETE � <br /> CLAY K:L). dark yellowish Drown (10YR. <br /> 5/6), 00% low plasticity fines, 10% tine <br /> I sand, stiff, no odor <br /> I . <br /> I. <br /> 5.0 <br /> { <br /> IDA <br /> i <br /> . I <br /> 15A CLAYEY SAND (SC). yellowish Drown <br /> 00YR. 6/5). 30-40% low plasticity fines. <br /> 60-70% fine saner, med dense, damp, no <br /> m loi <br /> i <br /> 20.0 <br /> 1 <br /> 25•0 SANDY CLAY (CL), reddish yellow, 75% low <br /> plasticity fines, 25% fine sand, stiff, damp, <br /> 1 no udof - <br /> 1 <br />