Laserfiche WebLink
SOIL BORING LOG Boring No B-36 Sheet 5 of 7 <br /> Client Arco#6100 Date 915/01 <br /> Ass 25775 Patterson Pass Road Drilling Company Western Strata Exploration rig type Mobile Drill B 61 <br /> Tracy CA Driller Gordon Jensen <br /> Project No D000-340-01 Method Mud Rotary hole diam 5 5" <br /> Logged By Scott Bdtinger _ <br /> Sample Blow Sample well Depth Descriptions of Materials PID <br /> Construe LITHO <br /> Type No Count Time Recov t Scale COLUMN and Conditions PPM <br /> B 1 <br /> S B36-82 1230 8 2 <br /> -` ----- - - -- -`- - — -------------------------- --- -'----------------- --------------i ----------i-------------- --------SM SELTY SAND light brown 30-45%fines sand Is fine grained moist 125 <br /> 40% 8 3 <br /> 8 a <br /> - ----- --- - ------- ---- -- - — ---------U-1------------------ ----------------------"'--------------`----------------------- -------- <br /> _ CEMENTED SAND reported by driller 83'-87' No recovery <br /> 8 5 <br /> 8 6 <br /> 8 7 <br /> S B36-87 13 35 _ <br /> - 25% s 8 SM SILTY SAND 117 <br /> 8 9 <br /> SANDSTONE(approximately 89'-90') fine grained sand is fine grained <br /> s o <br /> _____ _________ 9 1 ML SILT,light brown 5.10%°fiine_�rained sand moist <br /> A----------------------------- -------------------- 9 2 <br /> 9 3 <br /> ---S------636.94 - 1345 9 4 119 <br /> 9 5 <br /> ---- s 6 SM SILTY SAND 955-96' li ht brown 55%fine rained sand 45%sift moist <br /> 9 7 ML SILT light brown trace black man anese 3-10%fine tamed sand <br /> ----------------------``---`------------------------ --------------------------------------`-'-'------------------------'�------ ^'____-___-_- -------- <br /> - moist <br /> 9 B <br /> 9 9 <br /> S B36-100 1-3--5--5 100 153 <br /> Comments <br />