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brown with dark brown mottling, trace fine gravel <br />S&H <br />S&H <br />S&H <br />S&H <br />76.9 <br />S&H <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 />10.7 <br />SANDY CLAY with GRAVEL (CL) <br />yellow-brown, very stiff, dry <br />LL = 30, PI = 10, see Figure C-2 <br />A. Scavullo <br />trace coarse, rounded gravel <br />olive with olive-gray mottling, trace fine gravel <br />Fi <br />n <br />e <br />s <br />% <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 />FI <br />L <br />L <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 />SANDY CLAY (CL) <br />olive with yellow-brown mottling, very stiff, moist, <br />trace organics <br />103 <br />S&H <br />21 <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 />CL <br />CL <br />15 <br />24 <br />18 <br />24 <br />20 <br />26S&H <br />PAGE 1 OF 4 <br />MATERIAL DESCRIPTION <br />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 />SAMPLES <br />Log of Boring TR-9 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />Figure: <br />A-9a4490.02 <br />PROJECT: <br />Project No.: <br />PLEASANTON LAND DEVELOPMENT <br />Pleasanton, California <br />TEST DATA <br />Date finished: 10/4/06 <br />Sprague & Henwood (S&H) <br />Hammer type: Downhole <br />See Site Plan, Figure 2 <br />10/4/06 <br />Hollow Stem <br />Hammer weight/drop: 140 lbs./30 inches <br />Boring location: <br />Date started: <br />Drilling method: <br />Sampler: <br />SP <br />T <br />N- <br />V <br />a <br />l <br />u <br />e <br />1 <br />Ground Surface Elevation: 371.4 feet1 <br />. <br />LI <br />T <br />H <br />O <br />L <br />O <br />G <br />Y <br />Bl <br />o <br />w <br />s <br />/ <br /> <br />6 <br />" <br />Sa <br />m <br />p <br />l <br />e <br />Sa <br />m <br />p <br />l <br />e <br />r <br />Ty <br />p <br />e <br />Logged by: <br />DE <br />P <br />T <br />H <br />(f <br />e <br />e <br />t <br />)