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s <br /> PROJECT NUMBER BORING NUMBER <br /> HAE31604.AS.It SH-1 <br /> SHEET 2 OF 3. <br /> - SOIL BORING LOG <br /> i <br /> PROJECT Del Monte Plant 33 LOCATION Stockton, CA <br /> ELEVATION 20 fl. NGVD (TOC) DRILLING CONTRACTOR Gregg Drilling, Inc. <br /> DRILLING METHOD AND EQUIPMENT' 8" OD Hollow Stem Auger I <br /> NATER LEVELS Approx. 7O ft bgs START 1-17-95 FINISH 1-17-95 LOGGER T. Little. <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> 39 <br /> PENETRATION <br /> _j } TEST <br /> ww a a rr RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, w <br /> Q am w MOlSTtJRE CONTENT, RELATIVE DENSITY DEPTH OF CASING, DRILLING RAI <br /> xe w a o DRILLING FLUID LOSS <br /> I.- w wm o g•_g•_B� OR CONSISTENCY, SOIL STRUCTURE, m TESTS AND INSTRUMENTATION <br /> o F z (N? MINERALOGY J <br /> SANDY CLAY (CL), as above <br /> II� <br /> I- <br /> Iwo <br /> 40.0 CLAYEY SAND (SC), (54, 414), 35% fines, <br /> 65% fine to medium sand, dense, damp <br /> 45.0 SANDY CLAY Kll, yellowish Cuown (10YR, <br /> 6/5), 80% lmw plaaslicily fines, 2l7% line <br /> sand, hal U. Clamp, no ndoI <br /> i <br /> i <br /> sad <br /> I � <br /> i <br /> 6sa <br />