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CHEVRON REAL ESTATE MANAGEMENT CO. BORING MW4 <br /> 540 North Aurora/969 East Fremont Streets <br /> BOR 1 NG LOC AT I OH SHEET 2 OF 2 <br /> North of SB9 <br /> 3 <br /> 044 t: L OI DESCRIPTION a . <br /> 6 REMARKS <br /> ' IL 0 H D O 7 40 O d <br /> C� * �z 40 4 4 C QiU <br /> O <br /> ' 4-8 9 0 <br /> 17 <br /> 40 <br /> zs <br /> 42— <br /> 44 4-g g 0 LEAN CLAY (CL}:dark yellowish brown(lOYR 3/4),moirt, -10096 <br /> 27 fines,medium plasticity, hard,medium toughness <br /> ' 3 <br /> 46 7 <br /> 48- <br /> 4-10 9 0 <br /> 16 <br /> 5a <br /> 18 <br /> 52 <br /> 54 -1 8 0 LEAN CLAY with SAND (CL):darn greenish gray (10Y 3/1), moist, t <br /> ' g -80% Cines, -20% fine sand, medium plasticity,stiff - - - <br /> 11 U, CLAY (CL)- dark greenish gray (l0Y 3/1},moist, -10096 Ease, <br /> 56 medium plasticity,hard <br /> 5$— t-11 ZO 0 <br /> 7 <br /> 55 <br /> 60 <br /> ' 62 <br /> ' 64 -1 11 0 SANDY SILT(ML) dark greenish gray C15f 3/1),wet, -6& fines,- - <br /> 17 -40%fine sand,law plasticity <br /> 12 <br /> 66- <br /> 68-- <br /> 0 <br /> 6680 <br /> 70 17 <br /> 72 <br /> ' 6 � <br /> 74 11 <br /> ' 76 - - - _ = -BOH at 76 feet'=-v <br /> Project No. Figure <br /> C3077 GEOMATRIY CONSULTANTS, INC. <br />