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it <br /> PROJECT NUMBER BORING NUMBER <br /> 131420.01.05 SVE-3 SHEET 3 OF 3 <br /> SOIL BORING LOG <br /> PROJECT Del Monte Plant 33 Disco Site LOCATION 30 feet north of SVE-2, Stockton, CA <br /> ELEVATION 28 It MSL DRILLING CONTRACTOR Spectrum Drilling - <br /> DRILLING METHOD AND EQUIPMENT CME 75 8-inch o.d. hollow-stem auger <br /> WATER LEVELS START 12-15-95 FINISH 12-15-.95 LOGGER Thom Little <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> �J& <br /> PENETRATION S <br /> © o�c RESULTS SOIL NAME, USCS GROUP SYMBOL COLOR v <br /> > acr w MOISTURE CONTENT, RELATIVE DENSITY DEPTH OF CASING, DRILLING RAT <br /> ss w a o DRILLING FLUID LOSS <br /> Lu wm o 0•_0•_0• OR CONSISTENCY,SOIL STRUCTURE, m TESTS AND INSTRUMENTATION <br /> I }� ww (N) MINERALOGY r0o <br /> z cc to--k <br /> 60 UU-00 Teetgs uy ppm <br /> SPT 1.0 SAND (SP), dark brown (7.5YR, 4/4); <br /> 61.5 trace fines; 100% fine to coarse-grained <br /> sand (f:m:c=1:10:1); dense; dry: slight odor. <br /> 1 <br /> + <br /> � 65 <br /> 65-70 feet bgs 339 ppm <br /> SPT 1.5 SANDY SILT ?ML), dark brown (7.5YR, <br /> 66.5 4/4); 60% non plastic fines; 40% fine sand; <br /> if <br /> wet; strong odor. <br /> i <br /> � 70 <br /> 7u 70-73 feet bgs 302 ppm <br /> SPT 1.5 8-10-12 SAND (SP), dark brown (7.5YR, 4/4); <br /> 71:5 (22) trace fines; 100% fine to medium-grained <br /> sand (f:m:c=1:10:1); dense; wet; strong <br /> odor. <br /> 73-76.5 feet bgs <br /> CLAYEY SAND (SC), dark brown (7.5YR, <br /> 4/4); 40% low plasticity fines; 60% fine <br /> 75 sand; organic debris common; dense; wet; <br /> 7u strong odor. 295 ppm <br /> SPT L5 0-73 feet bgs <br /> 76.5 SAND (SP), dark brown (7.5YR, 4/4); <br /> trace fines; fine to medium- grained sand; <br /> parallel lainated locally;dense; wet; strong <br /> odor. <br /> 9QA <br /> + <br /> t : <br /> I. 8&0 <br /> i <br />