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m - <br /> WELL/ MW-25 <br /> E*KR69 Y6VM e!we.+m..sort,m PAGE 1 OF 2 <br /> SCOTT$W1iCf,G 95z6s wb{�t y5ni, <br /> i,.L0Gf9S.ltC. '. <br /> CLIENT' ULTRAMAR, INC. <br /> PROJECT NO. 2260-03 DATE DRILLED: 03/28/91 <br /> i-r LOGGED BY: P. A. STUDEMEISTER r LOCATION: 300 S. CHEROKEE LANE, LODI, CA <br /> DRILLING METHOD: HOLLOW STEM AUGER HOLE DIAMETER: 8' <br /> {' DRILLER: WEST HAZMAT DRILLING CORP. HOLE DEPTH: 78' <br /> CASING !YPE'- PVMONTEREY TYPE SAND C WELL DEPTH: 77' „ <br /> F 0.02 WELL DIAMETER: 2 <br /> SLOT SIZE'. <br /> SAND PACK: N0. SCREENED INTERVAL: 77'-42' <br /> = <br /> GAS ANALYZER: P.I.D• (0V41) a <br /> E r <br /> J� <br /> N PW W HOLOGY� REiAR �S �z <br /> L4T 0 <br /> 4w a,_ 0 o 1w c- =o U <br /> 00 7 W OJ M <br /> 3U U m Q <br /> w E u N I <br /> v <br /> ry+ v v <br /> Asphalt concrete, 8' thick, cnd 4" thick baseraek. <br /> ° <br /> ravel <br /> �+ 2 SM SILTY SAND (Ssr), green-brawn to brown with g ° v <br /> In top 5', {Dose, hydrocarbon odor in all sample intervals. <br /> i _j <br /> 250 10/8/7 6S- .5 <br /> B -7 <br /> v <br /> 1 Q - denser and with sand !oyer. v <br /> 150 30/50 S-110.5 v <br /> _ 12 kl ° <br /> t:+ v <br /> 14 <br /> v ° <br /> 5-15.5 with traces of pea gravel. ° <br /> 144 16/16/35 16 ----_�----� _ — ° <br /> k <br /> tAt brown. v D <br /> l•e -ML SILTY CLAYEY FINE SAND ( ). ° 1 j <br /> hydrocarbon odor. <br /> 2Q V <br /> t <br /> t+ --- <br /> t I --- ° ! <br /> 1SS 18/15/50 S- 0.5 —!r _ — -- — o f <br /> ;.g 22 ° <br /> SF 5AN4 (SPI, brown, minor amount of Tilt'—poorly ° 4 <br /> graded rand coarsening with depth. <br /> 24 — hydrocarbon odotin all sample intervals. o 0 <br /> Ems v ° <br /> 200 23/5-0 126 S- 5.5 <br /> v d <br /> ` t v <br /> 28 ° <br /> v -- <br /> ' 150 26/50 30. S- 4.5 <br /> 174 32 I <br /> n <br /> ° <br /> t 34 ° <br /> ith medium to coarse grained sand. <br /> —— — - -- - S- 5.5- --w - -- ------ 760 3 - - - <br /> s <br /> 200 26/35/42 ZJ6 - - --- AB <br /> x <br /> 38 <br /> .fl. <br />