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m <br /> , <br /> _ BORIIG tO. ti'i�Y-Z <br /> = '�4 hT�.` SJU MARY 41.. - J GZCOROTNAIES <br /> EG�4<xS70. Kubd , Jr... ° <br /> N 5,. o. o :BI'Eh 92' z_&U%L' JAi °=G �6-90 <br /> o - as Y,�CtECIfED 9Y�^n� SATE FN:SHEO 4-27-ah <br /> a u 'pTaL .. ?' ,H - <br /> - ; -=i<'-� JRQIINO StinFACE i`..5.52 ft _. <br /> G C Christy Hos AS PH T w a <br /> Top O1 Casnq <br /> CW wb-angular to angular growl; aboutut 10>r <br /> with LOc�nq Cap cooreo. suo-angular snno: dry, gray no <br /> react, n with Hp, <br /> i <br /> "AN CLAY: About 1007 revel with meaturrt <br /> ' P1034kity. high Cry strength, no oilatoney, <br /> wa portrw,d ' medium toughness; firm; mmlt, crown w,tn <br /> 5 Cament with CL gray mottling: strong reaction with Hr, <br /> 55-1 0 57:9antomite <br /> 1J/18 25 <br /> - ! 4' Sch. 40 7 <br /> PNC co..g LEAN CLAY: Aoout 1007. fines with high <br /> . . plasticity, high Cry strength, no ailataney, -- <br /> low to medium toughness; very firm; moist; <br /> _ brown with calcareous vaini"T strong <br /> LY'd reaction with hal. - <br /> 1G i5-2 d BentonRe CL <br /> 12/t8 Pellets <br /> so <br /> I <br /> iZ Lonestor LEAN CLAY: About 2207E fines with medium <br /> Sand Plasticity, high dry strength, slow <br /> dilatancy, medium toughness; about 10%fine, <br /> CL sub-angular gravel; rirrrr ,hoist; brown with <br /> ra 12/18gray COCaraous mottling: strong rt;-,!ion <br /> 0 25 wwn HCI. <br /> f7 ' <br /> LEAN CLAY_ About 100% fines with medum <br /> 7 is Pice-icity, high dry strength, no dilatancy,. <br /> medium toughness, very firth: moist: brown <br /> _ with gra;molding; strong reaction with <br /> CL HCI. <br /> 0 SS-4 <br /> 0 4' din. Sch, 40 25 - <br /> . S.S. Seem ola <br /> Sot 9. 22.0• <br /> =Craundwo!er eneonterOd at 27 5'. - - - <br /> �.1 <br /> ''_CLAYEY SAND: About 75%fine, sub-angular to <br /> sub-mesad scud; about 25% fines with rettium <br /> SC Plasticity, high dry strength, slow <br /> - difatandy, medlum toughness: brown; vat: no <br /> 25 0 reaction with HO, - <br /> i <br /> e..J 12/18 ... <br /> 22 <br /> LEAN CLAY. About 90% fines with memum <br /> Plasticity. high dry strength, stow <br /> dflatancy, medium toughness: about 10% line, - <br /> ' - CL sub-angular to sub-round sand: firm; moist; <br /> brown with gray aalcaraaus mottling; strong - <br /> PVC End= reaction with HCI. <br /> 3D <br /> TOTAL DEPTH 30 FEET <br /> r: 35 <br /> -- ----©RILLING-...CO.:.Spectrum._Expltaration--..— _.....- ----- --..- RAGE .i. f?F i <br /> --- -- DRILL METHOD: Hollow Stem Auger CME-55 -- - - ----- -- <br /> SAMPLING METHOD: Split Spoon Sampler SEE LEGEND FOR LOCS AND TEST P1T3 <br /> PROJECT NO,: 19C$32 . . cnR AXP Af,IATIOy OF SYMBOLS AND TERMS <br /> 5 .. CLIENT: BP Oil Company <br /> LOCATION: Sacrclmento, CA <br /> u 6120-4w-1(ASPOI) <br />