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ZC <br />LU O <br />08; <br />0, <br />¤ <br />A <br />Z- <br />Dc <br />0 : <br />U 3 <br />-1 <br />m <br />0 <br />0 <br />-1 <br />LIU <br />U) <br />BORING 2 <br />DATE DRILLED July 30.2003 <br />EQUIPMENT USED Rotary wash <br />HOLE DIAMETER (in ) 5 <br />ELEVATION: 42.9 .. <br />49." Thick Asphalt Concrete and 5" Sand/Gravel Base <br />FILL - SANDY SILTY CLAY - medium stiff. moist. dark gray and <br />14.7 116 13 black, some concrete fragments <br />40-- <br />FILL - SILTY SAND with Gravel - loose. moist. light brown. fine to <br />15.1 1 15 12 medium sand <br />-- 5 <br />FILL - SILTY CLAY - medium stiff. moist. gray and brown <br />- - >00*< <br />x< <br />x< <br />35 -- _ 27 6 7 <br />......SILTY CLAY - soft. moist. gray and brown <br />55:-55 "'L <br />-- 10 ./...1 <br />...... <br />....SS <br />22.6 101 6 slightly porous <br />...... <br />30 - <br />25 - <br />20 - <br />I 5 <br />5 <br />20 <br />25 <br />26.3 <br />24.8 <br />99 <br />102 <br />4 <br />11 <br />.....4 <br />....t. <br />...... <br />....4. <br />..h., <br />...... <br />...... <br />...... <br />...... <br />...... <br />tra .1 <br />11# r·.„ <br />...... <br />'r·.,4 <br />.%...4 <br />.:t:::, <br />...... <br />...... <br />...... <br />...... <br />medium stiff <br />l0 <br />SC CLAYEY SAND - medium dense, wet. reddish brown <br />49.0% Passing No. 200 Sieve <br />15- <br />loose <br />SP POORLY GRADED SAND - medium dense, wet, light gray, fine to <br />coarse sand <br />ML SANDY SILT - very stiff, wet. light brownish gray, fine sand with <br />cemented silt fragments <br />5- <br />stiff <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*l <br />LOG OF BORING <br />Project: 4953-03-2631 Figure: A-1.2a <br />BZSOIL CRANDALL REVI 32631.GPJ LAW CRAN.GDT 9/16/03 <br />1-IllS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER I.OCATIONS 15.7 118 25 <br />8 <br />-- 30 4 <br />150 115 26 E <br />-- 35 <br />19 <br />21 <br />40