Laserfiche WebLink
SOIL BORING LOG Boring No B-33 Sheet 6 of 7 <br /> Client Arco#6100 Date 9/4101 <br /> Ad ress 25775 Patterson Pass Road Drilling Company Western Strata Exploration nq type Mobile Drill B-61 <br /> Tracy,CA Driller Gordan Jensen <br /> Project No D000-340-01 Method Mud RotaN hole diam 5 5" <br /> Logged By Scott Bittin er <br /> sample Blow Sample well Depth Descriptions of Materials PEI] <br /> Construc LITHO <br /> Type No Count Time Recov t Scale COLUMN and Conditions PPM <br /> 101 ML SILT,light brown,_molst-medium dense <br /> 10z ---'- -- --- -------------------------------------------------- <br /> --------------------------------------------- .103 <br /> --------------------- -------- <br /> 103 ----------------------------------------------------------------- <br /> 7 <br /> S 833-104 1320 104 <br /> 105 ----------'--- "- ----------------------------------- ------------ <br /> 106 ------' -- ------------------------------------------------------------ <br /> 107_ --------- <br /> ML SILT,light brown, 10%fine grained sand moist <br /> los ---------------------------------------------------------------------------- <br /> 109 --------------------- -- ---- --------------- --------------------------- <br /> ML SANDY SILT light brown,20 30%fine grained sand,moist <br /> S B33-110 1330 110 <br /> ----------------------------------------------------- <br /> 111 ---------------------------------------------------------------------------------- ------ <br /> _ ML SILT,light brown 5-7%fine grained sand moist medium dense <br /> ------ -------- 112 <br /> 113 1 <br /> 114 --------`---------- -- ----- ---- --- ---- ----- <br /> S 633-115 1345 115 <br /> 116 - '-- -- ---- --- ---- ----- ------ <br /> 0% 117 na recove 115'-120' <br /> 11 e ------------- - - -------------------------------' - --- -- -------- <br /> ------------------------------------------------------ ------------------.- <br /> 1 <br /> ----------------------------- ------- <br /> 19 ------------------------------------------------------------------------------------- <br /> -------------------- ------- ---- <br /> ---- <br /> 120 <br /> Comments <br /> i <br />