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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# MW2-30FEET <br /> DATE SAMPLE RECEIVED 12/10/69 starting weight 198 62 grams <br /> DATE RAN ANALYSIS 12/15/89 ending weight 198 62 grams <br /> percent difference 0 00 <br /> MATERIAL DISCRIPTION SOIL SAMPLE FROM THIRTY FOOT DEPTH MW2 <br /> SIEVE SIZES <br /> milli- -LOG inches number percent percent sieved <br /> meters pass retained weight WENT <br /> wORTH 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 99 45 0 55 1 10 COARSE SAND <br /> 0 2500 0 602060 0 0098 60 92 91 7 09 12 98 MEDIUM SAND <br /> 0 1250 0 903090 0 0049 120 53 90 46 10 77 49 FINE SAND <br /> 0 0630 1 200659 0 0025 230 24 07 75 93 59 25 VERY FINE SAND <br /> *.��*• * 6 pan 0 00 100 00 47 SO SILT/CLAY <br /> 198 62 <br /> METHOD USED ASTM D422 MODIFIED TO WENTWORTH SCREENS AND STOPPED SIEVE SIZE AT #230 <br /> DID NOT GO TO SUSPENDED PARTICLES HYDROMETERS <br /> Georg onverse Jack E Napper <br /> Geolo st CA Reg Geologist #3037 <br /> v ,s <br /> JACK E <br /> 14APPER <br /> t <br /> No 3037 <br /> 4 ��-_- <br />