Laserfiche WebLink
FOOTEML LOG OF BORING MW#6 <br /> ENGINEERING <br /> 12795 PADDY CREEK LANE LODI, CA 95240 (Page 1 of 1) <br /> PH04).(2 368-9M] FAX 0209)367-1163 <br /> MICHAEL&SHARON OLIVAREZ Date Started 05/02/00 Drill Company :SPECTRUM <br /> SITE INVESTIGATION Date Completed 05/02/00 Northing Coord. <br /> 300 S. CALIFORNIA ST. IHole Diameter :8 Easting Coord. <br /> STOCKTON, CA Drilling Method HOLLOW STEM AUGER Inspector M.I. <br /> Project#2111 Sampling Method SPLIT SPOON Logged By ER <br /> a <br /> LLC.) c Y <br /> Well: MW#6 <br /> C Surf. N <br /> r Elev. U) a- °� U aci %Finer EICV.: <br /> DESCRIPTION a <br /> aa) 0 � � E 3 #200 <br /> 0 D (7 in m Sieve <br /> 0 0 Cover(flush) <br /> 5 -5 <br /> 10 -10 <br /> 15 -15 <br /> 20 -20 <br /> ML SILT,start <br /> 25 -25 <br /> SM SILTY SAND, <br /> 30 -30 <br /> SP SAND, Poorly Graded, <br /> 35 -35 <br /> SM SILTY SAND, DD <br /> 40 -40 <br /> CL SILTY CLAY, <br /> 45---45 <br /> SM SILTY SAND, © Grout <br /> 50 50 2"PVC <br /> SW SAND,Well Graded, 70 <br /> 55 -55 <br /> CL SILTY CLAY, <br /> 60 -60 <br /> CLAY 90 <br /> 65---65 CL 10 <br /> 70---70 <br /> CL SILTY CLAY 11 <br /> 75---75 <br /> SM SILTY SAND, F12 <br /> 80 -80 <br /> ML " SANDY SILT, 13 <br /> 85---85 <br /> CL SILTY CLAY, 14 <br /> 90-90CLAY 15 <br /> CL Seal(bentonite) <br /> 95 -95 <br /> CL SILTY CLAY, 16 <br /> 100 -100 CL <br /> SILTY CLAY, 17 <br /> 105 -105 <br /> 110 -110 <br /> 115 <br />