Laserfiche WebLink
SOIL BORING LOG Boring No B-32 Sheet 3 of 10 <br /> Client Arco#6100 Date 8124100 <br /> ss 25775 Patterson Pass Road Drilling Company Water Development Corporation rigtype Dresser DW-70 <br /> e 0 <br /> Tracy CA Driller Kevin Lewis <br /> Project No D000 340-01 Method Air Rotary Casing Hammer hole diam 10 <br /> Logged By Scott Bitttnger <br /> Sam le Blow Sample Weil Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Type No Count Time Recov t Scale COLUMN and Conditions (PPM) <br /> 4 1 <br /> '- -------------'--- -----------'---__--_'--_ ----`--------------------- <br /> _ ML SILT light brown as above <br /> 4 2 <br /> 4 3 <br /> 1643 4 4 SM SILTY SAND light brown 10-20%fines sand is fine and medium <br /> --- ----------- ` ----- ----------- -- - ------ --- ---- - ----`- - ---- - -------- -------- <br /> _ grained well graded dry <br /> 4 5 <br /> _______ 4 s ML SANDY SILT 20%fine sand dry------------- 4 7 ML SANDY SILT 15-20%fine sand <br /> 4 B <br /> 4 9 <br /> S -_- 832-50 1712......... 5 0 ML SILT--f i ht brown no sand d hard 54 <br /> 5 i <br /> -10--------------------------------------------- 5 2 ML SILT light brown 2-3%fine sand dry hard <br /> 5 3 <br /> 5 4 <br /> 1734 5 5 <br /> ss <br /> s <br /> - - ----- <br /> - ------------ ------------------ — ----------------------------------------------------------------------------------------------- -------- <br /> ---- <br /> 5 8 SM SILTY SANp light brown--25-35%fines <br /> 5s <br /> s 0 <br /> Field Location of Boring Comments Reviewed By <br /> add 20'rod at 1718(48 depth) <br /> I <br />