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' a <br />�r <br /> BORIING NO. <br /> �^ COORDINATES ti <br /> tiJ e^ t6 = EU CEOLOL15T0. Kubi1_Jr <br /> n,- >- o E xELL SUMMARY N `� EDI TET] BYE_ DATE BEGAN <br /> CHECxE D BY n n"041 DATE FINISHED..a-27-90 <br /> o m v Lo TOTAL 0EPTH_!L1L_ SROUNS?SURFACE EL :52 It <br /> 4 � 2 <br /> O � PNAT <br /> 0 Cltritty Boa y _ - 4 A ( A out ne, <br /> Top o1 Catnq Cy - sub-angular to angular gravel: about 10X <br /> with Locking CaP coarse. tub-angular sand. dry gray no <br /> reaction with HCl. <br /> LEAN Y. About 1O0%0516 with me wan <br /> ptastldty, high dry strength, nc dilatancy <br /> medium tougnness: firm: moist; brawn with - - <br /> Portland gray mottling; strong reaction with HCL <br /> Cwmunt with CC - <br /> 5 55- 0 5X$setomer <br /> 11/18 25 <br /> 70.Sch.40 LEAN C Al: About 10070 lines with high v. <br /> PYe Cawg ` plasticity, high dry strength. no diataney. _ <br /> to. to medium toughness, very firm: moist: <br /> brawn with calcwwous veining; strong <br /> reactlai with HCl. - <br /> 100 Bentonite CL <br /> r-2r <br /> Pellets 50 <br /> 13. <br /> f2 Lonestor LEAN CLAY: About BOX tines with medium <br /> Sand plasticity. hig4 dry strength. slow <br /> dilatancy. medium toughness: about 10X fin* <br /> sub-angular gravel: firm: moist: brawn with <br /> CL <br /> 1. w: gray calcareous mottling: strong rs=tion <br /> ,2/15 B 25 with Ha. <br /> LEAN C1AY: About 1O9X Mex with medium <br /> plasticity, high dry strength. no dilatancy. <br /> 1 mwd]um tcaglhnem very firm: molst: brown <br /> fs" with gray rnottlhg: strong renctlon with <br /> R HCS. <br /> 24 - ; <br /> 13;1 2d <br /> Y 0 4' da.Soh. 40 a, !'.. 2-0•Sr'Sc.ean.010 <br /> Sot .2Graurldwater enconlered at 225•. <br /> k. <br /> CLAYEY SAND: About 75X fine• sub-angWV to <br /> sub-would sand about 257G flrin with medium <br /> Sc Plasticity,high dry stnwhgth, slow <br /> _ dCatancy medium toughns= brown: wet no <br /> y reaction. with HCL <br /> 22 LLWCLAY.. About 9Ox Rnes with medium . <br /> r ;4wilaity,high dry strength. alp. <br /> dgataney, medium'toughnesa: about 10% fine. <br /> CL Hym: m <br /> -angulor to sub-round sand: firoist: <br /> txotm with gray coleareoua wattling: strong <br /> reaction with hC1. <br /> Pvc EAdwp 'w <br /> 30 TOTS.DEPTH 30 FEET <br /> T 35 T PAGE 1 0>- TT <br /> DRILLING CO.: Spectrum Exploration <br /> DRILL_ METHOD: Hollow Stem Auger CME-55 S£E LEGEND FOR LOGS AND TEST PITS <br /> SAMPLING METHOD:Split Spoon Sampler c*QR r•xpf.PNATION OF SYMBOLS AND TERMS <br /> PROJECT NO.: 190632 <br /> CLIENT: BP Oil Company <br /> LOCATION: Sacramento.. CA u <br /> TICffi( WGT <br />