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jI <br /> `k <br /> f <br /> RECORD OF BOREHOLE GB-15 SHEET3DI 3 <br /> PROJECT: NWP/Everott Delta HDDIWA DRILLING METHOD: Mud Rotary DATUM: Et-EVATION: <br /> PROJECT NUMBER! 033-1608.600 DRILLING DATE 7/28103 AZIMUTH: NIA INCLINATION: -ED <br /> LOGA ION: N.of Marino vlaw Or, Evere RILL RIG: Ma6119 B•68 COORDINATES:not surva sd <br /> r, SOIL PROFILE SAMPLES PENETRATION RESISTANCE <br /> 0 8 LOVi81 g■ <br /> so ao NOTES <br /> u ELEV. f�i w BLOWS ¢ WATER LEVELS <br /> OESCNPTFON o 1° per 61n N U WATER CONTENT(PERCE <br /> Z 1 rll <br /> O C� D P H wr —9w 1Vl, <br /> on °P <br /> � 7.0-5L5 <br /> Cooaa fo dense(depending en depQll,dark <br /> gray,unsltalilla alo madltn S 6 SPT 17-11�21 39 <br /> Iracasl$andUacefnegravel,Gravalh 1.5 <br /> gsrmalp5ubabmdod.AbundenlquAmIn I <br /> sand InGbn.(AIWNum)(CoMIU60 <br /> Donslly frtcreasos 10 dense. <br /> d5 <br /> Z <br /> gp 9 SPT 11)-14-15 20 1a _ <br /> i.6 <br /> Danshydeaoasestocompad. Sand <br /> Iraclbn!In as to Iha I o rn odaxn sand with <br /> less than 1%gravel Scatleledwood <br /> iragmar", <br /> --60 <br /> 10 SPT 16.16,14 30 - <br /> Densily Incaesses io dense.No gravel and 1.5 <br /> sand is almost at medium. <br /> �..�. Bo>tinp rompieled ai 51.5 fI.W-- 51.6 <br /> 55 <br /> O <br /> d <br /> 3 <br /> f cc • <br /> I � <br /> a <br /> i (9 <br /> 9 <br /> Q <br /> 1 Into 3 ft LOGGED: Alex McKenzie-Johnson <br /> DRILLING GONTRACTOA: Goo Tech CHECKED: Cliff KnitterGolder <br /> DRILLER: Larry Inselman DATE: 7131/03 118SUCtC9 <br /> f m <br /> i <br />