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GATE DRILI ED 09/12/94 LOGGED BY TOM LUTTERMAN REVIEWED BY GREG P STAHL RG NO 5023 <br /> _—_r <br /> SPECTRUM EXPLORATION DRILLFR MIKE YOUNG METHOD HOLLOW STEM AUGER <br /> DRILLING COMPANY <br /> ORE w)n F DIAMETER 8 INCHES_ DEPTH DRLLED 78 F-ET DEPTH TO WATER INITIAL X65 FEET STATIC 63 FEET <br /> cAS1Nr TYPE rvc DIAMETER 2 INCHES SCHEDULE 40 INTERVAL 0 FEET TO 575 FEET <br /> S(FFEN 1 fF f FVC ` DIAMETER 2 INCHES f SLOT SIZE 0 020-INCH INTERVAL 57 5 FEET TO 77 5 FEET <br /> FIITFR PACK 1tiFl RMC LONESTAR #2/12 SILICa SAND INTERVAL 555 FEET TO 78 FEET <br /> NLAT CEMENT OVER BENTONITE INTERVAL 0 FEET TO 55 5 FEET <br /> SURFArE .,"AI 1rPf -� — <br /> rnMMENTS <br /> FUSCS - --- -- Well <br /> No Code <br /> Depth Description Const <br /> Cade <br /> --� ASPHALT (C 2 FEET) <br /> IA _ v . <br /> MEIASTIC SILT WITH SPND 20% F--M SA--SR SND 80% FNS M DRY STRNGTH v v <br /> 7 N-S DLTNCY L TGHNSS L-M PLST V STIFF MODERATE YLLW BRN v <br /> NPO N ORGANICS DRY WEAK CEMENTATION HOMO 17 ° <br /> 4 v v <br /> v <br /> Ie v v <br /> 0 1 12 G — <br /> SILTY GRAVEL WITH `AND _30% F-C SAND -55% F-C GRAVEL SA-SR v v <br /> W GRDD M DN; -15% FNS MODERATE YLLW RRN NPO N ORGANICS v <br /> 5 v v <br /> , S DLTNGY M DRY WEAK CEMENTATION HOMO v 7 19 <br /> LEAN CLAY X10% F-M 5ND 5A-SR fiRLY GRDD >90% FNS, N- v v <br /> T 6 1U L-M TGHNSS IA PLST STIFF MODERATE YLLW-BRN NPO N ORGANICS v ° <br /> n j1 12 r� DRY-MST WEAM CEMENTATION HOMO <br /> 11 <br /> 12 SYLr X10% F 5ND PRLY (;RDD >40% FNS N-L DRY STRNGTH S DLTN Y v v <br /> L TrHNSS L FLST STIFF-V STIFF MODERATE YLLW BRN NPO v <br /> 14 ML v <br /> N ORGANICS CRY-MST WEAK CEMENTATION HOMO v v <br /> v <br /> IV <br /> I � <br /> fib- e ° <br /> D MW--7- i if v v <br /> 15 5 12 ° <br /> v 12 <br /> I Rlu <br /> v <br /> V <br /> v v <br /> RB- 5 70 v <br /> (1 MW-7- 6 v v <br /> 20 r1 R v <br /> 77 v v <br /> V <br /> v v <br /> 1 24 v <br /> v v <br /> R8- 3 v <br /> CI M25 5 7 76 - v v <br /> v <br /> v v <br /> 28 v <br /> v v <br /> v <br /> FtB- fi 30 v v <br /> f MW-7- 12 ° <br /> ;D 5 11 v v <br /> 32 ° <br /> v v <br /> v <br /> 34 v v <br /> V <br /> I RB- a v v <br /> n MW- <br /> 5 12 56 - --- ----- — v <br /> v v <br /> SILTY SAND B0% F SND PRLY GRDD M DNS >20% FNS DIRK YLLW v <br /> 38 HRN NPO N ORGANICS DRY-MST WEAK CEMENTATION HOMO v v <br /> I ° <br /> /1; <br /> v v <br /> v <br /> 40 v v <br /> v <br /> .. s LOG OF BORING MW-7 <br /> � i�ri■�i ROEK BROTHERS PROPERTY { <br /> 102 SOUTH WILSON WAY <br /> PROJECT 150108.01 STOCKTON, CALIFORNIA <br />