Laserfiche WebLink
A U BORING 3 <br />2- 0 <br />DE J <br />82 5 DATE DRILLED:July 30,2003 <br />EQUIPMENT USED:Rotary wash <br />OW .r HOLE DIAMETER (in.): 5g CA ELEVATION: 41.9 .. <br />40-- <br />35-- <br />30-- <br />25-- <br />20-- <br />15-- <br />5 <br />10 <br />]5 <br />20 <br />25 <br />4" Thick Asphalt Concrete and 6" Thick Sand/Gravel Base Course <br />FILL - SILTY CLAY - medium stiff, moist, gray and medium brown <br />13 <br />I 2 <br />stiff <br />SILTY CLAY - medium stiff, moist, brown <br />5„5,5 ML <br />«19:;:.10 <br />............ stiff <br />.t.... <br />22% 12 <br />41:1:624.9 100 10 02555565 medium stiff, wet <br />.....4 <br />...... <br />4 'En-*,0.,t <br />soft <br />...... <br />.....4 <br />99U: ::s22.3 107 9 55,555 <br />medium stiff, porous <br />1..... <br />22 <br />very stiff <br />16.2 114 17 /......stiff <br />"/,j, <br />59«55 <br />8 1921* <br />CL-SANDY SILTY CLAY - medium stiff, wet, medium brown, fine to <br />MI. medium sand <br />18 Sp POORLY GRADED SAND - medium dense, wet, light medium <br />10-- -brown, fine to medium with some coarse <br />17 0 <br />-- 35 . ..SM SILTY SAND - medium dense, wet, brownish gray, fine sand <br />5-- - 19 E <br />- 40 <br />25.3 97 30 <br />(CONTINUED ON FOLLOWING FIGURE) <br />Field Tech. AR <br />Prepared By: SB <br />Checked By: Af#l <br />The First American Corporation <br />Santa Ana, California *MACTEC LOG OF BORING <br />Project: 4953-03-2631 Figure: A-1.3a <br />B2SOIL CRANDALL_REVI 3263 I GPJ LAW CRAN.GDT 9/I 6/03 <br />rilis RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS AT 1-1113 EXPLORATION LOCATION SUBSURFACECONDITIONS ATOTIIER 1.OCATIONS