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W `Q ' B❑RING NNEIMW -- 3 <br /> � 'ya <br /> L� LJ X q W Z E Li <br /> z } a g GE[ILOGIST C BEAN <br /> d c n WELL CLOSURE n u tl <br /> qas L - 3 o SUMMARY N o EDITED BY C BEAN DATE BEGAN 12/7/91 <br /> 0 WC3 o cp CHECKED BY D DUNN DATE FINISHED 12/$/91 <br /> Li a C CQ a TOTAL DEPTH 60 FT GROUND SURFACE EL 1441 <br /> ca ~ Lj <br /> DESCRIPTION <br /> D <br /> rustyox 6 ASPHALT <br /> CLAY Moderate plast,cuty moderate dry strength, no dilatancy <br /> Top OF (I CLAY <br /> toughness dark brown dry <br /> with Locking Cap <br /> CL <br /> Neatd <br /> Gement c <br /> 5 sa <br /> Hua-I 2 Sth 40 PVC p SILTY CLAY Moderate plast,oty moderate dry strength lox <br /> l2/l8 12 Casing dilatancy moderate toughness brown dry <br /> CL <br /> a <br /> to D <br /> 10 <br /> Nv3-2 D SANDY CLAY, Low Ola st,oty moderate dry strength no dlatonCy <br /> 14/18 9 {ow toughness 30/ very fine grained sand light brown dry <br /> CL <br /> ° 150 <br /> 15-4w3- � SILTY SANDS Fine to medium grained angular poor sorting. 30/ <br /> 16/18 19 fnes ned un dense lght grown dry <br /> c <br />' 20 <br /> NV3-4 SM <br /> 14/18 19 19 <br /> d <br /> Q <br /> 4 <br />' 25NV3-5 <br /> 24 d 11 260 <br /> SANDY CLAY Moderate plasticity moderate dry strength, no <br /> ddatancy moderate toughness 25/ very fire grained sand <br /> a grayish green dry <br /> CL <br /> 30 <br /> NV3-6 <br /> 19 a l6 <br /> 320 <br /> SAND Fine to medium grained subangular Fair sorting loose <br />' moist grayish brown <br /> SW <br /> 5 d <br /> SHEET 1 OF 2 <br /> DRILLING CD SPECTRUM EXPLORATION <br /> DRILL METHOD HOLLOW STEM AUGER <br /> SAMPLING METHOD SPLIT SPOON SAMPLER OF SYMBOLS AND TERMS SEE LEGEND ANDFOR TERMS EXPLANATION <br /> PROJECT NO 190916 <br /> CLIENT PACIFIC BELL INTERNATIONAL <br /> LOCATION SAN JOSE, CA TECHNOLOGY <br /> SITE ADDRESS 345 N SAN J❑AQUIN ST, ST❑CKT❑N, CA CDRPORATION <br />