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r: <br /> PID <br /> (ax-„,) GRAPHIC LOG DESCRIPTION <br /> U 0 Surface graved aggregate road base(AB) <br /> Christybox ----------------------------- -- <br /> &locking capLight brown,sandy clayey silt,dry stiff(NIL) Y <br /> 5%Bentonite <br /> Cement <br /> Grout <br /> 2 2 <br /> 2'sch 40 <br /> threaded <br /> PVC casing <br /> t-- <br /> w <br /> w <br /> LU <br /> 4 4 <br /> Cr o <br /> � to <br /> a <br /> O 6 25 Sample B 1-1-5 5'-6 0' <br /> a 6 <br /> t,7 <br /> O <br /> J <br /> LU <br /> M <br /> s <br /> tau 8 8 <br /> a <br /> 10 10 <br /> to <br /> Sample BI-2 101 110 <br /> Lj LE Light brown,sandy clayey silt dry stiff(ML) <br /> 12 <br /> H 12 blows <br /> 2" Continues <br /> e <br /> Logged by Matthew H Walraven Drilling Company Gregg Drilling&Testing Well Head Completion Christy box&locking cap <br /> Inspector Linda Turkatte Dnlhng Method Mobile B-61 Type of Sampler Caltfomia Spht Spoon <br /> Dates Dulled 4/30/92 Driller Mike Braman TD CTotal Depth) 45 0 ft <br /> EXPLANATION Boring Log and Well Completion Details MONITOR <br /> Water I've <br /> SohdwContactc. MW-4 (Boring&1) WELL <br /> Solid where certain <br /> Water level to completed�,tu <br /> Dotted where approximate <br /> 1 <br /> t-oCatlon of <br /> dry sampice "` - - Dashed where uncertain <br /> Nomellini Construction Company, Inc <br /> ■ Lccat-on of sample %//f/f Hachurd where gradatronal ��5 W <br /> forchenucat ass a>ca est Charter Way <br /> K (hydraeedpemuctivty Stockton California <br /> ® <br /> Steve sample (hydraulic conductivity) r <br /> IK-primary 2K-semndary <br /> ® Grab sample NR No recovery ARTESIAN ENVIRONMENTAL CONSULTANT'S <br /> IDO SHORELINE HIGHWAY M245B A4[l VALLEY CALEFORNIA 44941 (415)381.6456 040-01-01 <br />