Laserfiche WebLink
SOIL DRILLRVG LOG #D 24940-� - <br /> OciCQ0 Page 1 of 1 <br /> Geologist Matt Hank <br />.` <br /> SIGNATURE OF GEOLOGIS <br /> PROJECT N&B Stockton LOCATION 4555 North Pershm,Stockton,CA <br /> TOC ELEVATION (MSL) DATE(S) 10/18/93 TOTAL DEPTH 26 0' <br /> MONITORING DEVICE OVM SCREENED INTERVAL N/A <br /> SAMPLING METHOD Probe Drive Sampler SUBCONTRACTOR&EQPT Gregg Drtlhng/Mobile B-61 <br /> PERCENTAGE ORDER' (GRAVEL,SAND,SILT,CLAY) MEMO Q =First Wata_ <br /> MEMO <br /> Borehole Abandonment/ <br /> s0 <br /> 41 Well Construction <br /> Soil Descnption 11 Details <br /> e Ra a .3 Color,Texture,Mouture,Etc a y a <br /> Q vi rn U 0 <br /> 0-0 4'Asphalt <br /> No soil samples collected from surface to 15 feet below <br /> grade <br /> 2-5 <br /> i <br /> S0 <br /> 1 <br /> 7s <br /> 100 <br /> Borehole <br /> diameter is <br /> I-inch <br /> les <br /> 150 0 15 0'-22 0'Sandy Silt.(0,25,43,18),dark yellow brown ML <br /> 50601 (10YR4/4), slightly plastic, fine sand,slightly stiff,slightly <br /> moist. <br /> 175 <br /> —200 0 Portland <br /> 50602 Cement <br /> 22 5 400 22 0'-24.5'Sandy Silt.(0,40,60,0),dark gray brown ML <br /> 50603 (10YR4/2),non-plastic,fine sand,slightly stiff,slightly <br /> moist;petroleum odor <br /> 2000 <br /> —250 24 5'-26 0'Silty Sand (0,70,30,0),dark gray(10YR4/1), SM <br /> fine sand,poorly graded,medium dense,moist gasoline 2601 <br /> odor <br /> @ 26 0'soiI is saturated <br /> Q�N61NEf R' <br /> ALGER <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER —SIGRA UREOFREVIEWER k0. 1564 <br /> TI'I'I-E TITLE <br />