Laserfiche WebLink
a > _ BORING NO, MW - 3 <br /> W W � <br /> W W <br /> A ^ W z E En J GE❑L❑GIST C BEAN <br /> CL a U <br /> WELL CL❑SURE a u <br /> ? a Z � 5 V' � o EDITED BY C BEAN DATE BEGAN _ 1 -/ <br /> as W 3❑ SUMMARY 7 <br /> i a O0 0 CHECKED BY D KUBIK Jn, DATE FINISHED 12/8/91 <br /> CIL u ti d TOTAL DEPTH 60 FT GROUND SURFACE EL ? <br /> r <br /> U DESCRIPTION <br /> ris yo 6' ASPHALT <br /> CLAYS Moderate plast-c-ty Moderate dry strength no dilatancy <br /> Top of Casing low toughness dark brown dry <br /> with Locking Cap <br /> CL <br /> Neat <br /> Cement <br /> 50 <br /> 5 MV3-1 2 $ch 40 PVC q SILTY CLAY, Moderate plasticity moderate dry strength, low <br /> 12/18 12 Casing dflatancy moderate toughness brown, dry <br /> CL <br />' 100 <br /> 10 0 SANDY CLAY, Low ptast city moderate dry strength no dlatoncy <br /> 8 <br /> 14/18 low toughness 30/ very fine grained sand light brown, dry <br /> Sc <br /> 150 �I <br /> 15 ,3_ 18 2/16 Lonrstar 0 SILTY SANDi Fine to medium grained, angular poor sorting, 30A <br /> Fines, mroWn dense light brown, dry <br /> 16/18 Sand <br /> M <br /> 20 MV3- 19 L9 SM <br /> 14/18 <br /> 25 Nw3_ <br /> 24 11 26 0 <br /> SANDY CLAYi Moderate plasticity moderate dry strength, no <br /> ddotancy moderate toughness 25/ very fine grained sand, <br /> grayish green, dry <br /> CL <br /> 30 MV3-6 <br /> 19 l6 <br /> 320 <br /> SANDt Fine to medium grained subongulor fair sorting, loose <br /> molst grayish brown <br /> SV <br /> 35 <br /> SHEET 1 OF 2 <br /> DRILLING CO SPECTRUM EXPLORATION <br /> DRILL METHOD HOLLOW STEM AUGER SEE LEGEND FOR EXPLANATION <br /> SAMPLING METHOD SPLIT SPOON SAMPLER OF SYMBOLS AND TERMS <br /> PROJECT NO 190916 <br /> CLIENT PACIFIC BELL INTERNATIONAL <br /> L❑CATI❑N SAN JOSE, CA TECHNOLOGY <br /> SITE ADDRESS 345 N SAN J❑AQUIN ST, STOCKT❑N, CA CORPORATION <br />