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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# MW2-35FEET <br /> DATE SAMPLE RECEIVED 12/10/89 starting weight 178 61 grams <br /> DATE RAN ANALYSIS 12/15/89 ending weight 178 47 grams <br /> percent difference -0 OB # <br /> MATERIAL DISCRIPTION SOIL SAMPLE FROM THIRTY FIVE 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 71 5 29 9 44 COARSE SAND <br /> 0 2500 0 602060 0 0098 60 87 86 12 14 12 22 MEDIUM SAND <br /> 0 1250 0 903090 0 0049 120 76 75 23 25 19 83 FINE SAND <br /> 0 0630 1 200659 0 0025 230 55 37 44 63 38 16 VERY FINE SAND <br /> ******** 6 pan 0 00 100 00 98 82 SILT/CLAY <br /> 178 47 <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 Converse E N <br /> Geo gist �ackapper <br /> Reg Geologist #3037 <br /> GO`o�`r.� <br /> JOCK E <br /> �APPER <br /> 'r No 3037 � <br /> 5 <br />