Laserfiche WebLink
j <br /> r+' <br /> BERM PROSECT NU43ER BORING NUMBER <br /> SF031804.Fid NW-CIS-70 <br /> SHEET 3 OF e <br /> SOIL BORING LOG <br /> PROJECT Del Monte-DISCO LOCATION Stockt(n,CA <br /> ELEVATION 20.021eet TOC DRILLING CONTRACTOR Spectrum Erploratlons,Inc. <br /> URILLPNG KETHOD AND EQUIPMENT Mud Rotary <br /> WATER LEVELS 77.0'teet,bps START 08!18/81 FINISH 09/20/91 LOGGER e.Baumgartner <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> Ef PEN EST TON <br /> iii C' cc RESULTS SOIL NAME.USCS GROUP SYMBOL,COLOR, J DEPTH OF CASING,DRILLING RAT <br /> a � m MOISTURE CONTENT,RELATIVE DENSITY <br /> c� u+ y o GRILLING FLUID LOSS <br /> CONS <br /> r <br /> zz <br /> C.N),-8' MINERAL GY NCY,SOIL STRUCTURE, �o TESTS AND INSTRUMENTATION <br /> Depth 80'-88'SILT with CLAY and FINE <br /> SAND IML):brown,cohesive,moderate <br /> plasticity.stlfithard <br /> r-, <br /> 5.0 {�) <br /> Be.() <br /> Depth 88'-70'SILT and SAND with CLAY HNU=Oppm <br /> r-� (SM/MLk brown,cohesive,moderate <br /> - 2.0 (-) plasticity <br /> 70.0 Depth 70'-73'FINE SAPID with SILT (SM); HNu=Oppm <br /> moderate cohesion,low/non-plastic,brown <br /> 2.0 - <br /> 7 j <br /> 73.0 <br /> Depth 73'-78'FINE SAND and SILT with <br /> CLAY (SM/MU;brawn,cohesive,moderate <br /> plasticity,stilt <br /> 2.0 (-) <br /> TU <br /> i 78.0 <br /> Depth 78'-78' (SM/ML):similar to above, HNU-Oppm ; <br /> j Increasing black specks,hard,crumbly <br /> 78.A <br /> Depth 78'-93'FINE SAND and SILT with HNu-0,5ppm <br /> --- CLAY (SM):brown with black specks and <br /> some green mottling,very still,cohesive, <br /> j law plasticity <br /> au - 4.0 - <br /> 83.0 - <br /> - Depth 83'-88' ISM);similar to above HNu-Oppm <br /> 8�Q <br /> 4.0. {_) <br /> 88.0 <br /> Depth 88'-80' (SMIML):similar to above 7HNu-Oppm <br /> with Increased sill and clay,moderate <br /> 1.0 (-) plasticity <br />