Laserfiche WebLink
2 g BORING 3 (Continued)2 z g M Wi R 2 M5 0 D E. ZC O U]B E 95% ME ** u* -1 DATE DRILLED:July 30,2003 <br />£1 >to I -1 00 32 2 EQUIPMENT USED:Rotary wash <br />ZP 3- &HOLE DIAMETER (in.): 5=R J G -03 3 W CO ELEVATION: 41.9 ** <br />0-- <br />41 8 ...dense <br />23.1% Passing No 200 Sieve <br />/ L.' --45 <br />-5 -- <br />19.8 108 39 2 SP POORLY GRADED SAND - medium dense. wet. light gray- <br />3.4% Passing No. 200 Sieve<C <br />-- 50 <br />=W <br />5 4 -10-- _ 43 <br />dense <br />& - I SILTY CLAY - stiff, wet, medium brown <br />"' -- 55 f555,SML <br />...... <br />95-,#,Il,< - 26.5 1 00 1 3 mmE <br />C '61::,445 -- - <br />tt- ts'*S' <br />--in ...... <br />1- <br />- <br />3 10 Nruitti, <br />-- 60w 1-""C/C..€ <br />- End of Boring at 60'h'.- <br />-20 --NOTES: <br />CE - <br />Water measured at 14.7' after removal of drilling mud.DEZZ -Hole backfilled with cement/bentonite grout. <br />n- <br />L,4 <br />L,6 <br />3 <br />t=-2 <br />-- 65 <br />-25 -- <br />-- 70 <br />-30-- <br />-- 75 <br />-35-- <br />80 <br />The First American Corporation <br />Santa Ana, California *MACTEC <br />Field Tech: AR <br />Prepared By: SB <br />Checked By: 01/K <br />LOG OF BORING <br />Project: 4953-03-2631 Figure: A-1.3b <br />B2SOIL CRANDALL_REVI 32631 GPJ LAW CRAN,GDT 9/16/03