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PROJECT NUMBER BORIN NUMBER <br /> 131420.01.05 SVE-4 SHEET 3 OF 3 <br /> i <br /> SOIL BORING LOG <br /> Del Monte Plant 33 Disco Site 20 ft west, 14 ft north SVE-�2, Stockton, CA <br /> PROJECT LOCATION <br /> ELEVATION 28 ft MSL DRILLINS CONTRACTOR Spectrum Drilling <br /> DRILLING METHOD AND EQUIPMENT CME 75 8-inch o.d. hollow-stem auger <br /> WATER LEVELS START 12-11-95 FINISH 12-12-95 (Grout WOMER Thom Little <br /> �► SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> �lul. PENETRATION <br /> TEST <br /> J © cc RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, <br /> } � a z �, DEPTH OF CASING,DRILLING RAT <br /> slk I a� MOISTURE CONTENT,RELATIVE DENSITY 0 DRILLING FLUID LOSS <br /> NilW W m 0g•.g•_g• OR CONSISTENCY,SOIL STRUCTURE, m TESTS AND INSTRUMENTATION <br /> I— �' w (N ) MINERALOGY ro <br /> " �_z cr.__. rri <br /> SPT 1,5 14-23-27 SANDY CLAY ICL), dark brown (7.5YR, ppm <br /> 61.5 (50) 414); 75% low plasticity fines; 25% <br /> fine-grained sand; root casts common; <br /> paleo-desiccation cracks present; dense; <br /> moist; strong odor. <br /> KO 65 394 ppm <br /> SPT 1,1 20-36-50 <br /> r 66.5 (86) <br /> 70 <br /> 70-73 feet bgs 402 ppm <br /> SPT 1.5 8-18-20 SAND (SP), dark brown (7.5YR, 414); <br /> 71.5 (38) trace fines; fine to medium- grained sand; <br /> parallel lainated locally; dense; wet; strong <br /> odor. <br /> 75 365 ppm <br /> SPT 1.5 10-20-42 <br /> 76.5 (62) <br /> I <br /> 1 <br /> 8(W <br /> ' ` 85.0 <br />