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• <br /> - DECEMBER 15, 1989 <br /> TABLE 4 SIEVE ANALYSIS <br /> FOR FORMER REGAL STATION 604 <br /> 1448 N EL DORADO STREET <br /> STOCKTON, CALIFORNIA <br /> SAMPLE ID# MW2-60FEET <br /> DATE SAMPLE RECEIVED 12/10/89 starting weight 200 92 grams <br /> DATE RAN ANALYSIS <br /> 12/15/89 ending weight 200 78 grams <br /> percent difference -0 07 <br /> MATERIAL DISCRIPTION SOIL SAMPLE FROM SIXTY FOOT DEPTH MW2 <br /> SIEVE SIZES <br /> Milli- -LOG inches number percent percent sieved <br /> meters pass retained weight WENTWORTH SCALE <br /> through in grams CLASSIFICATION <br /> 16 0000 -1 20412 5/8 100 00 0 00 0 00 <br /> 11 2000 -1 04922 7/16 100 00 0 00 0 00 MEDIUM PEBBLE <br /> 8 0000 -0 90309 5/16 100 00 0 00 0 00 SMALL PEBBLE <br /> 4 0000 -0 60206 0 1570 5 100 00 0 00 0 00 GRANULE <br /> 2 0000 -0 30103 0 0787 10 100 00 0 00 0 00 VERY COARSE SAND <br /> 0 5000 0 301030 0 0197 35 94 60 5 40 10 84 COARSE SAND <br /> 0 2500 0 602060 0 0098 60 84 70 15 30 19 88 MEDIUM SAND <br /> 0 1250 0 903090 0 0049 120 66 20 33 80 37 14 FINE SAND <br /> 0 0630 1 200659 0 0025 230 51 47 48 53 29 57 VERY FINE SAND <br /> tri•*♦w• 6 pan 0 00 100 00 103 35 SILT/CLAY <br /> 200 78 <br /> METHOD USED ASTM D422 MODIFIED TO WENTWORTH SCREENS AND STOPPED SIEVE SIZE AT #230 <br /> DID NOT GO TO SUSPENDED PARTICLES HYDROMETERS <br /> George L onverse ack E Napper <br /> Geolo t CA Reg. Geologist #3037 <br /> 7 <br /> D `0�i1+ <br /> JACK E '" <br /> 14AMR <br />. x No 3037 � <br /> lq�GF C 4►.��� <br /> 53 <br />