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SOIL BORING LOG Boring No B-37 Sheet 4 of 7 <br /> Client Arco#6100 Date 9/6101 <br /> Ass 25775 Patterson Pass Road Drilling Company Western Strata Exploration rig type Mobile Dnll B-61 <br /> Tracy CA Driller Gordon Jensen <br /> Project No D000-340-01 Method Mud Rotary hole dram 5 5" <br /> Logged By Scott Bittinger <br /> Sample Blow Sample Well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Type No Count Time Recov it Scale COLUMN and Conditions PPM <br /> 6 7 <br /> ----------------------------------------------------- — ---------------------------------------------------------------------------------------------------------- <br /> _ ML SILT light brown with yellow staining trace white caliche damp <br /> 6 2 medium stiff <br /> 6 3 <br /> _ ML SILT light brown moist medium stiff <br /> 6 4 <br /> S B37-65 - 10 45 6 5 ML SANDY SILT light brown 30-40%°fine grained sand damp medium dense 218_ <br /> 6 6 <br /> -------------------------------------------- 10%° 6 7 Soil stuck in core barrel 65-70---Unable- to loq— --------------------------------------- ------ ---------------------------------------------------------- <br /> 6 s <br /> ----------------------------------------------------- — -------------------------------------------------------------------------------------------------- --------- <br /> _ Unsure of MUSM contact depth <br /> 7 0 <br /> _ SM SILTY SAND 70 74 light brown 25%fines loose damp <br /> 7 1 <br /> _ I <br /> _10--------------------------------------------- <br /> 7 2 <br /> 7 3 <br /> S B37-74 1120 7 a 5-8%fi86 <br /> _ P SAND Ilght brown nes damp loose <br /> 7 5 <br /> ------------------------------------------- --------- — --------------------------------------------------------------------------------------------------I-------- <br /> 7 6 <br /> ----------------------------------------------------- -- -------------------------------------------------------------------------------------------------- -------- <br /> 5% 7 7 Soil stuck In core barrel 75'-80 Poor recovery. <br /> - ----------- -----'- - - - — - - --- --- -- ---- --- - --- -- ------ <br /> 7 8 <br /> 7 9 <br /> a a ML SANDY SILT in shoe 25%fine grained sand dry hard 228 <br /> Comments <br />