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UJ 2 <br />M 3 <br />2 2 <br />00 <br />72 0 <br />ZC <br />E& <br />A <br />Z- <br />D c <br />O A <br />UB <br />Ov <br />-1 <br />m <br />BORING 1 <br />DATE DRILLED:July 31, 2003 <br />EQUIPMENT USED Rotary wash <br />HOLE DIAMETER (in.): 5 <br />ELEVATION: 42.9 ** <br />4" <br />302'"'t' <br />.....1 <br />.... <br />:;:;:5 <br />.%.... <br />...... <br />1::::. <br />...... <br />...... <br />...... <br />...... <br />...... <br />...... <br />...... <br />...... <br />...... <br />...... <br />...... <br />..... <br />..... <br />§:iss' <br />40-- <br />-- 5 <br />-- 10 <br />30 -- <br />-- 15 <br />25 -- <br />131 114 8 <br />26.0 95 9 <br />25.9 98 12 <br />35 --23.9 100 11 <br />26.8 97 11 <br />4 <br />-- 20 <br />Thick Asphalt Concrete and 6" Thick Sand/Gravel Base <br />FILL - SANDY SILTY CLAY with Gravel - stiff. moist. dark brown <br />and gray, fine sand <br />CL-SILTY CLAY - medium stiff. moist. medium to dark brownish gray <br />ML <br />soft <br />..... <br />..... <br />-- I <br />S..... <br />.....4 <br />S..... <br />-- I <br />20 -- - ...... <br />...... <br />...... <br />.....1 <br />18.3 109 8 7,--- <br />-- 25 r,™ •,,-„medium stiff <br />...... <br />...... <br />.S.S.. <br />...... <br />.....4 <br />- <br />.t...4 <br />15-- - <br />stiff, reddish brown15 <br />...... <br />SP-POORLY GRADED SAND with Silt - medium dense, wet, light <br />SM brown, fine to coarse sand <br />10--14.6 119 29 <br />6.4% Passing No. 200 Sieve <br />SM SILTY SAND - medium dense, wet, light brown, fine sand <br />5 <br />-- 30 <br />-- 35 <br />!8 <br />40 <br />The First American Corporation <br />Santa Ana, California <br />(CONTINUED ON FOLLOWING FIGURE) <br />*MACTEC <br />Field Tech: AR <br />Prepared By: SB <br />Checked By' A/1Nl <br />LOG OF BORING <br />Project: 4953-03-2631 Figure: A-1.la <br />B2SOIL CRANDALL REVI 32631 GPJ LAW_CRAN.GDT 9/16/03 <br />THIS RECORD ISA REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT 011 IER LOCATIONS