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Co <br />n <br />f <br />i <br />n <br />i <br />n <br />g <br />Pr <br />e <br />s <br />s <br />u <br />r <br />e <br />Lb <br />s <br />/ <br />S <br />q <br /> <br />F <br />t <br />Dr <br />y <br /> <br />D <br />e <br />n <br />s <br />i <br />t <br />y <br />Lb <br />s <br />/ <br />C <br />u <br /> <br />F <br />t <br />Ty <br />p <br />e <br /> <br />o <br />f <br />St <br />r <br />e <br />n <br />g <br />t <br />h <br />Te <br />s <br />t <br />Na <br />t <br />u <br />r <br />a <br />l <br />Mo <br />i <br />s <br />t <br />u <br />r <br />e <br />Co <br />n <br />t <br />e <br />n <br />t <br />, <br /> <br />% <br />Sh <br />e <br />a <br />r <br /> <br />S <br />t <br />r <br />e <br />n <br />g <br />t <br />h <br />Lb <br />s <br />/ <br />S <br />q <br /> <br />F <br />t <br />LI <br />T <br />H <br />O <br />L <br />O <br />G <br />Y <br />S&H <br />1 Elevation based on City of Livermore datum. <br />SANDY CLAY (CL) (continued) <br />CL <br />17 <br />Fi <br />n <br />e <br />s <br />% <br />DE <br />P <br />T <br />H <br />(f <br />e <br />e <br />t <br />) <br />Sa <br />m <br />p <br />l <br />e <br />r <br />Ty <br />p <br />e <br />Sa <br />m <br />p <br />l <br />e <br />Bl <br />o <br />w <br />s <br />/ <br /> <br />6 <br />" <br />SP <br />T <br />N- <br />V <br />a <br />l <br />u <br />e <br />1 <br />FI <br />L <br />L <br />Figure: <br />A-9d <br />PAGE 4 OF 4 <br />PROJECT: <br />Project No.: <br />PLEASANTON LAND DEVELOPMENT <br />Pleasanton, California <br />PL <br />E <br />A <br />S <br />A <br />N <br />T <br />O <br />N <br /> <br />B <br />O <br />R <br />I <br />N <br />G <br /> <br /> <br />4 <br />4 <br />9 <br />0 <br />0 <br />1 <br />C <br />H <br />A <br />N <br />G <br />E <br />D <br /> <br />T <br />O <br />- <br />0 <br />2 <br />. <br />G <br />P <br />J <br /> <br /> <br />T <br />R <br />. <br />G <br />D <br />T <br /> <br /> <br />3 <br />/ <br />1 <br />7 <br />/ <br />0 <br />9 <br />Boring terminated at a depth of 100 feet bgs. <br />Boring backfilled with cement grout. <br />Groundwater not encountered at time of drilling. <br />4490.02 <br />91 <br />92 <br />93 <br />94 <br />95 <br />96 <br />97 <br />98 <br />99 <br />100 <br />101 <br />102 <br />103 <br />104 <br />105 <br />106 <br />107 <br />108 <br />109 <br />110 <br />111 <br />112 <br />113 <br />114 <br />115 <br />116 <br />117 <br />118 <br />119 <br />120 <br />Log of Boring TR-9 <br />MATERIAL DESCRIPTION <br />SAMPLES TEST DATA