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ASSOMATES INC. <br /> 1111 in poh ArYrlr,Swh Q WJ13 ,cab*201 LOG OF BORING SB 17 <br /> PROJECT SMITH CANAL PUMPING PLANT LOCATION 2142 FOWTAM 6MINUE, STOCKTON, CAUFORNLA PROJECT NO. 62574.0002 <br /> TE DRILLED 05/17/01 LOGGED BY _JOHN. SELLUAN -- REVIEWED BY JEANNE HOMSEY C47410 <br /> � ,IW NG COMPANY FISCH ENVIRONMENTAL <br /> DRILLER RICK BERTOLINO METHOD DIRECT PUSH TECHNOLOGY <br /> BORE HOLE DIAMETER 1.5 IN DEPTH DRILLED 26 FT DEPTH TO WATER INITIAL 20 FT STATIC _ FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT, <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE ��EL INTERVAL FT TO -- FT <br /> FILTER PACK TYPE NA INTERVAL _. FT TO FT <br /> SURFACE SEAL TYPE NUI CEMENT INTERVAL 26 FT TO FT <br /> k COMMENTS: ADVANCED AND EXPOSED SCREEN FROM 16-20 FEET TO COLLECTWTER SAMPLE PAGE I OF j— <br /> C__ WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL Fr. PPM BLOWCOUNT LOG <br /> sa <br /> .9 2 <br /> t_r� <br /> 4 <br /> 6 CL 0_6/0• SILTY CLAY (CL); BROWN; DRY; VERY STIFF; LOW PLASTICITY; <br /> 1 DOX FINES- NO PRODUCT ODOR NOTED; MEDIUM DRY STRENGTH; <br /> 6 HOMOGENOUS <br /> 8 <br /> +� 12 <br /> SB14-457 ON 6/8-21/24' ORGANIC CLAY (ON): DARK GRAY; MOIST; MEDIUM STIFF; MEDIUM <br /> r <br /> PLASTICITY; 10OX NES; NO PRODUCT ODOR NOTED; MEDIUM <br /> 20 TOUGHNESS; HOMOGENOUS <br /> 16 <br /> r_ <br /> r f <br /> —20- <br /> -22- <br /> 24- <br /> - <br /> 0 2224 <br /> 7 SILTY <br /> A5SMfN1DENSE WON �CxM�DLY GRADED, <br /> SB7-W FINE SH RAYE1; lu0 PROOUCTaDOROTE <br /> —26 21/24-28' <br /> HOMOGENOUS <br /> f��lJ <br /> —26- <br /> -30- <br /> -32- <br /> -34- <br /> -36- <br /> 40 <br /> 6303234364D <br />