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.. <br />PATE BEGAN 6/15/31 gQ RING NO. n_~_ FIELD ENGINEER:). E. I`)i Flm <br />p ATE FINIS HED~ 6/16~B1 CHECKED BY: J.W. Nelson <br />8963.0' N 101,085' E 115,600' <br />AROUND SURFACE EL: <br /> <br />ELEV <br />IF EETI <br />DEPTH <br />(FEE TI <br />SAMPLE <br />TYPE w <br />,-J~ <br />O <br />a <br />DESCRIPTION N <br />u <br />v, <br />7 PENETRATION <br />RESISTANCE <br />(BLOWS PER FOOT( <br />ID 70 50 WATER CONTENT <br /> <br />(PERCENT) <br />20 40 <br /> ~~ Dark gray medium to Eine sand- N A A <br /> ' stone <br />sli <br />broken <br />hard <br />htl <br /> <br />;i8fi0 <br />~~ g <br />, <br />, <br />, <br />y <br />moder- <br />long vertical fractures <br /> ~~ , <br />ately jointed <br />slight weathering. <br /> LOS , <br /> <br /> <br /> B3 <br /> uom 109.0' <br /> 110 ~ G <br />F <br />d <br />h <br />il <br /> stone wit <br />tston <br />ray <br />ine san <br />s <br />d t <br />li <br />ht <br />l <br />h <br />h <br />d <br /> ~ o very <br />ar <br />g <br />enses, <br />ar <br />, s <br />moderatel <br />jointed <br />l <br />broken <br />5350 <br />' y <br />, <br />y <br />, <br />i <br />h <br />li <br />h <br /> very s <br />t weat <br />er <br />ng. <br />g <br /> 115 <br /> <br /> <br /> loo 117. ' <br /> <br />120 Bottom of Boring 117.9' <br /> (Piezometer installed in boring, <br />slotted section from 90' to <br />100'.) <br /> <br /> <br /> <br /> <br /> <br />Ilomestake <br />itrlB 1- 271 <br />Boring No. D-2 <br />Sheet 3 of 3 <br />