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ASSOCIATES INC. <br /> 1117 In pdfl b> K sh Q It"cdb*951 LOG OF BORING SB 1 S <br /> ROJECT SMITH CANAL PUMPING PLANT LOCATION -2144 FONTANA AVENUE, STOCKTON LIFORNIA 62574.0002 <br /> {l PROJECT NO. <br /> cr r -�•- <br /> fflffr TE DRILLED 111✓01 LOGGED BY TORN sELLMAN ___ REVIEWED BY JUNNE HOMSEY C.47410 <br /> R1WNG COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH TECHNOLOGY <br /> BORE HOLE DIAMETER 1.5 IN DEPTH DRILLED 21 FT DEPTH TO WATER INITIAL 20 FT STATIC 15 FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL _. XT TO ET <br /> i SCREEN TYPE M_ DIAMETER IN SLOT SIZE IN INTERVAL --- FT TO FT <br /> FILTER PACK TYPE KA INTERVAL FT TO FT <br /> f 1 SURFACE SEAL TYPE NEAT CEMENT INTERVAL DfT TO 21 Fr <br /> COMMENTS: — PAGE I OF—t_ <br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 2 <br /> 4 <br /> 6.5 OL 0-6/5, ORGANIC SILTY CLAY (OL); HARK BROWN; DRY; STIFF; LOW <br /> '-:- 6 PL STICrrY; 100% FINES; NO PRODUCT ODOR NOTED; LOW TOUGHNESS; <br /> MEDIUM DRY STRENGTH; ROOTS PRESENT <br /> 8 <br /> ry1 <br /> J31I 10 ON 6/4-16/19- ORGANIC CLAY (OH); MEDIUM BROWN—DARK GRAY; MOIST; MEDIUM STIFF; <br /> MEDIUM—HIGH PLAS•ITCrrY; 100% FINES; NO PRODUCT ODOR NOTED; <br /> --I MEDIUM-HIGH TOUGHNESS; HOMOGENOUS <br /> JJ 12 <br /> 5816'15 <br /> 7 <br /> ` c 6.5 SB16—W <br /> 16 <br /> �� 1e <br /> 20 7.5 SM 1614-21- SILTY SAND (SM); DARK GRAY; WET; MEDIUM DENSE; <br /> a 35K FINES; NO PRODUCT ODOR NOTED; 657E FINE—MEDIUM SAND; <br /> -' WEAK CEMENTATION; HOMOGENOUS <br /> —22- <br /> 24- <br /> -26- <br /> 28 <br /> 2242628 <br /> —30- <br /> 32- <br /> -34- <br /> -40 <br /> 032 3440 <br />