Laserfiche WebLink
PROJECT NUMBER BORING NUMBER <br /> F 1 4 FW MW-DIS-4 SHEET I OF 4 <br /> III` SOIL BORING LOG <br /> PROJECT Del Monte - Disco LOCATION Stockton,CA <br /> ELEVATION 20.B0 feet TOC DRILLING CONTRACTOR Spectrum Explorations, Inc. <br /> �• DRILLINGMETHOD AND EQUIPMENT 8 Inch O.D.,5 1/4 Inch T.D.Hallow Stem Auger <br /> WATER LEVELS 78.30 feet, bgs STMT 08/213/91 FINISH 08/26/91 LOGGER B. Baumgartner <br /> SAMPLE STANDARD SOIL. DESCRIPTION COMMENTS <br /> PENETRATION <br /> } TEST SOIL NAME,USCS GROUP SYMBOL, COLOR, <br /> w -' Q RESULTS W DEPTH OF CASING,DRILLING RAT <br /> M } cr w MOISTURE CONTENT RELATIVE DENSITY <br /> s Cr a w > 0 DRILLING FLUID LOSS <br /> f- w w 8 <br /> M 0 '-6 m <br /> '-01 OR CONSISTENCY, SOIL STRUCTURE, <br /> d a E U X: LD TESTS AND INSTRUMENTATION <br /> Lu z r s (N) MINERALOGY >- 0 <br /> _0 CCf 4.5 <br /> I �0 <br /> 1.2 06-12-18 Depth 4.5-6.5 SILTY SAND (ML),brown, <br /> 131) cohesive, non-plastic, low moisture, stlif <br /> 6.5 <br /> r <br /> 9.5 <br /> lu 1.4 08-14-20 Depth 9.5-11.0 FINE SAND WITH SILT <br /> 11.0 (34) (SM),brown, cohesive,non-plastic, low <br /> plasticity, low moisture, stiff <br /> i <br /> 14.5 <br /> 1.5 00-I81-20 Depth 14.5-18.0 FINE SAND WITH SILT <br /> 18.0 (36) (SM), brown with white streaks,cohesive. <br /> non-plastic, moist,stlli <br /> 20.0 <br /> 20.0 <br /> De th 20.0-21.5 SANDY SILT (SM),green <br /> 1.5 07-15-20 mottled w/brown, some white streaks, <br /> 21.5 (35) cohesive,non-plastic, moist, still <br /> 24.5 <br /> 26A 1.4 05-07-11 Depth 24.5- <br /> 26.0 SILT/SAND (SM),brown, <br /> 26.0 (18) cohesive,non-plastic, moist, firm <br /> I . <br /> 29.5 <br />