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SOIL BORING LOG Boring No B-34 Sheet 5 of 7 <br /> Client Arco#6100 Date 8/31101 <br /> Ass 25775 Patterson Pass Road Drilling Company Western Strata Exploration rig type Mobile Drill B-61 <br /> Tracy,CA Dnller Gordon Jensen <br /> Project No D000-340-01 Method Mud Rata hole diam 5 5" <br /> Logged By Scott Bittin er <br /> Sample Blow sam le Weq Depth Descriptions of Materials PID <br /> Construc LITHO <br /> T e No Count Time Reaov t Scale COLUMN and Conditions PPM <br /> a1 _____ --------------- <br /> -------- $M SILTY SAND,30-50%fines moist,medium dense <br /> s 2 <br /> 8 3 <br /> a 4 <br /> S B34-85 1240 a 5 --- <br /> -------`------------------- -- -------------- — -- -- ----------- ----- ---------------------- ------- - - ---- ------- 8 <br /> 8 6 <br /> 50% 8 7 Incomplete recovery 85'_90' <br /> ------------------------------------------------------ — ------- ------------------------------------------------------ -------- <br /> a a <br /> S 634-89 12 50 B 9 SM SILTY SAND,20%fines moist <br /> ------- ----------- ----'-------- ---- ---------- <br /> ----------------------- <br /> ------- — --- --------'------------------ - -- -- ---- ---- ----------- -^ -- -- ---'- <br /> 9 0 221 <br /> s t <br /> 50% 9 2 Incom tete recove 90-95 <br /> 9 3 CALICHE,strops cementation <br /> -""--^------------------------------------"'---"' "'--_ ------------------------------------------ <br /> ML <br /> --" ------- <br /> ML SANDY SILT 15-30%fine grained sand,moist,hard <br /> S B34 94 13 06 s a <br /> -- --- ---B34- 4---------------------'3 06-------- — ---------9--N6,li ht brown--30-40%w --30-40%- nes------------------------------------------------------- <br /> ----------------------- <br /> ----^ -------- <br /> _ SILTY SAND,Ilght brown 30-44%fines moist <br /> 9 5 <br /> s 6 SILT �5%fine grained sand,moist verY_stitf-_--- <br /> 9 7 <br /> s s 273 <br /> 9 9 ______---- ------------------------------- -------- <br /> S I__1334-1_00 13 151 1 loo SM SILTY SAND 50%fines 50%fine rained sand moist <br /> Comments <br />