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LU < <br />=D <br />59 <br />1- 0£ <br /><0 <br />C/} U.} <br />Z= <br />0> <br />i- < <br />Z< <br />8 - <br />D u. <br />D Lo <br />Z 52 <br />28 <br />U (n82 <br />g W <br />81 <br />2. X <br />ME <br />02 & <br />E< <br /><< <br />0Q <br />» M <br />EG <br />U U., <br />83 <br />Lt- = <br />5 k <br />ZZ <br />O <br />< LU <br />i- 5 <br />LO Lu <br />=C <br />5 3 <br /><< <br />. G <br />-Z <br />B< <br />0 <br />2 <br />/0 <br />0-- <br />-- 45 <br />-5 -- <br />-- 50 <br />-10-- <br />-- 55 <br />-15 -- <br />-- 60 <br />-20-- <br />-- 65 <br />-25 -- <br />-- 70 <br />-30-- <br />-- 75 <br />2/ AU BORING 2 (Continued) <br />%E %3 G z12 3 <br /><Z + 2 7.9. Om W <br />> 23 56 ug 2 DATE DRILLED:July 30,2003 <br />*2 22 = ma M EQUIPMENT USED:Rotary wash <br />HOLE DIAMETER (in.): 5 <br />m ELEVATION: 42.9 " <br />14 <br />SP-POORLY GRADED SAND - medium dense, wet. light gray. 1-ine to <br />SM medium sand <br />22.7 103 36 e <br />25 9.8% Passing No. 200 Sieve <br />17.0 110 60 E dense <br />2,2-7,-n-EJ SILTY CLAY - stiff, wet, medium to dark brownish gray <br />56&555 ML <br />13 <br />IY /,//// <br />0555555 <br />...... <br />...... <br />...... <br />...... <br />28 6 92 11 medium stiff <br />...... <br />...... <br />...... <br />.....S <br />.....1 <br />.....S <br />...... <br />r--3.....11 1\1'/,/// <br />6(:::::5 stiff <br />...... <br />34.7 88 14 ...4. <br />...... <br />...... <br />...... <br />24.6 101 16 <br />End o f Boring at 75' <br />NOTES· <br />-35 --Water measured at Iii' after removal of drilling mud. <br />Hole backfilled with cement/bentonite grout. <br />80 <br />The First American Corporation <br />Santa Ana, California #MACTEC <br />Field Tech: AR <br />Prepared By: SB <br />Checked By. MA <br />LOG OF BORING <br />Project: 4953-03-2631 Figure: A- 1.2b <br />BZSOIL CRANDALL_REVI 3263 I.GPJ LAW CRAN.GDT 9/I 6/03