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4 ^ <br /> BORING \O. MW-3 <br /> FIE 7 GEOLOGiSTD.X06 Jr, =DORDINATES pleaS'r' <br /> _ _a.Z } - d .hE.,t_St�1fiMARY U <br /> E7illm BY 0._xublk it DATE BE0/,N_f-2s-an _ <br /> u v a u ,..;1� a. CHECKED BY 0- Munn DATE FINtSHEC 4--27-40 <br /> o a. TOTAL CEFPi _ GROUND SURFACE EL 5.52ft- <br /> D <br /> Christy ec: ASPHALT - 4 <br /> - _ - -.WELL-GRADED GRAVEL. L1: Abou! 90X fine, sub- - <br /> Top of Casing OP •�:- ar ,it to angular gravel: about 10%coarse, sub-angular - <br /> -• witl, Locking Cap . � . sand: an. ra no reaction with HO. <br /> Q] LEAN CLAY: About 1008 fines with medium - <br /> _- - plasticity, high dry strength, no dilatancy, _ <br /> r CL medium toughness; firm; moist; light brown <br /> - ' with gray mottling; strong reaction with <br /> . Portland HCI. <br /> -u5 11 with <br /> 5 n - <br /> 5X Sentons <br /> S-1 � LEAN CLAY: About 104: fines Pith Tedium <br /> •--1 12/13 27 plasticity, h4o dry strength, no dilatancy, - <br /> medium tougkness; firm; moist; dark brown <br /> a. Sch. 443 - et. \ with gray mottling; no reaction with HCL <br /> PVC Casing . <br /> 9.0• <br /> 'FAN CLAY: Abou 40x. fines with rledium <br /> plcztHty, hlgh dry strength, siow <br /> 10 2 BentPelhtalt�- diloW,:y, medium faughriss; about 109 fne, <br /> r tt3/16 58 sub-angular gravel; firm; dry moist; brown <br /> CL with gray caicareals mottling: strong <br /> r..Uan with HCI. <br /> r •4O• <br /> Sand �"�; <br /> t LEAN CI-AT., About 10OX;fines with medium <br /> 15 plostleity. high dry strength. no,dilataney. <br /> A. -3 rneCiu71 toighnesq very firm; moist; brown <br /> ` 1Pl1a• with .'ay mattting; strong reaction with <br /> Ali r w" 2r, HG. <br /> ( CL <br /> -20- <br /> -4 <br /> z 1r,/1e r,7 <br /> 4' did. Sch.. 40 . <br /> S.S.Sams;.020* QGroundmalsr encountered at 22.0'. <br /> Set <br /> r 23. . <br /> ,;y CLAYLY$AND; About 75%fine, sub-cngular to <br /> sub-rwnd sand; cbout 25% ones with medium <br /> SC plarllclty, high dry strcngth, slaw - - - <br /> - - 25 ditctancy, medium toughness; wet; brown; ao - - <br /> - reaction with HCI. . <br /> 1ff/te - 29 <br /> LEAN CLAY. About 90% finer, with medium <br /> - plastlelly, high dry strength, slow - <br /> e - dilatancy, madium toughness; abort 109 Me, ! <br /> sub-angular to sub-round sand; firm--moist;' <br /> ,y- brown Kith gray cOcareous mol t:Lng;'strong _ <br /> }VT:Fsacap reaction with Ha. <br /> +� TOTAL DEPTH 30 FEET <br /> I _ <br /> 35 <br /> DRILLING-CO.:-Spectrum--Exp Icratlon_. i- -- — ---,--- - - ---- <br /> _.. PAGE .1 OF 1 <br /> [)Rif., METi100: Hollow Sttsm Auger CME-55 <br /> SAMPLING:METHOD, Split Spoon Sampler SEE LEGEND FOR LOGS AND TEST PITS <br /> .1 <br /> PROJECT \O.: ?90832 CCR cxoLAr4 llfnti nF SY%ABOLS AN) V_71,t5 <br /> CLIENT: B? <br /> Oil Company <br /> LOCATION; Socromantrr. CA <br /> ' f;, �Tmtd4L <br /> iAGT <br /> BPO--llw_3(:8P01). 001ar6RM111 <br /> ' `s <br />