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SO <br /> >. <br /> i <br /> Z z BORING \,O. YIW-3 <br /> C E �" CCORDINA, <br /> ` X. nLIL SUMMARY � ',c,' GEOLDiHST O- Ku6k,}. 'ES s..ca. <br /> N 4 c ao D ED1TE1? BYE'� DAiE BEGAN a.. . <br /> N o W CHECKED 3Y 2 <br /> e CTAL DEFrh ` DATE i.,IMHED a—Z7_9n <br /> { t 0 �— GROUND SURFACE EL.___UZ nn <br /> Christy Ba¢ r <br /> ww <br /> Too of Casing -s ^GRi1: A LL: About 9 <br /> . e with Loeiunq Cop .� atlgular to angular gravat: about iC7t: Dx' M0. sub-• <br /> t sand; d _ ra , no reaction wilh Hp.ca&34' Sub-angutar <br /> Lim r-LAY: About [COf. fne■ write meawrtl <br /> .� PlmticitY, high dry strength, no didotetic, <br /> Portland CL v Baum toughnssr, rmm: moist: light brawn <br /> Cement with HCl. gay mbttling; strong reaction with - <br /> S SS-1 5x Bmtanite <br /> 12/la LEAH CLAY: About IliOX fines with mearum <br /> 27 PicstiilYt high dry strength. no ddatoncyme'Umum , <br /> _ - 4 Sch. id withgRnes>: :nm: mast: dant brown <br /> PVC Caainq - gray mottling; no reaction with Hp. <br /> W <br /> 10 LEAN CLAY Abay 9px Mas with 9. <br /> P:astidty, himetlrun: <br /> 1a atl dr s <br /> - t._W 5^7 6entonrte <br /> 18 Pe-ete y trength, slow . <br /> / dilbteney, F:,-,',ium toughness; about 10X tine. <br /> S9 sub-angular Yash firm: dry mist: brown <br /> CL with grow calcareou9 molting; strong <br /> reaction write HC7, .. <br /> 4Y. <br /> ifZ Lanestr r <br /> Sand <br /> �. 15 LEANCLAY: About 10D7:fines III 1`4' <br /> _ Plasttcity, high dry strength, no titatamcyy�m <br /> 18/I5 _ medum toughnea; very rrrm; moiGt. b <br /> 2B wiifi 9raY mattlin rown <br /> HCI. <br /> g; strong reaction with <br /> .i <br /> 4'r <br /> ' 1Z <br /> 20 4 <br /> 4' dio, Sch, 40 27 - <br /> SSS Screen 020 <br /> Slat <br /> QGra.ndtmter encounlered at 22,0'. <br /> CLAYEY SANG: AboutTina. <br /> sub-round sial sob-angular to <br /> IastlNt d about 2:7. fines with medium <br /> 25 Sc Cualan y' high..dry alrength, sfow <br /> reaction with HCL toughness; rat: brawn; no <br /> h HCI. <br /> 29 <br /> LFtlr CLAY; About 90.6 fines with htedrum <br /> Ptadicily, high dry strength. slow <br /> dilatancy, rn toughness; bbout 1011 Ma, <br /> CL sub-anqurar to sub!1,gund sand: firm: moist; <br /> broen with <br /> PVC EndcQ1 eo <br /> gray cafearu■ mottling: strong <br /> reccUon with HC:. <br /> �� 7DTAL DEPTH 30 FEIET <br /> DRILLINGCO.: Spectrum Exploration <br /> DRILL METHOD:Hollow Stem Auger CME-55 PAGE 1 OF 1 <br /> SAMPLING METHOD: Split Spoon Sornpler <br /> PROJECT NO.: 190632 SEE LEGEND FOR LOGS.AND TEST PITS <br /> CLIENT: BP Oil Company "oR Eye!AhlAnny ?F- SYri qct S AW) Tr4MS <br /> LOCATION: Sacramento, CA <br /> BP0-vw-3(.8P01) <br /> TROUGUM <br /> COVORms <br />