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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# MW1-10 FEET <br /> DATE SAMPLE RECEIVED 12/10/89 starting weight 217 70 grams <br /> DATE RAN ANALYSIS 12/15/89 ending weight 217 66 grams <br /> percent difference -0 02 <br /> MATERIAL DISCRIPTION SOIL SAMPLE FROM TEN FOOT DEPTH MW1 <br /> SIEVE SIZES <br /> ma.11a- -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 99 04 0 96 2 08 COARSE SAND <br /> 0 2500 0 602060 0 0098 60 97 52 2 48 3 32 MEDIUM SAND <br /> 0 1250 0 903090 0 0049 120 94 54 5 46 6 49 FINE SAND <br /> 0 0630 1 200659 0 0025 230 88 00 12 00 14 23 VERY FINE SAND <br /> *****•** 6 pan 0 00 100 00 191 54 SILT/CLAY <br /> 217 66 <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 Jack E Napper <br /> Geo lo t CA Reg Geologist #3037 <br /> D QF <br /> JACK E <br /> NAPPER <br /> No 3037 <br /> P <br /> 35 �9�o.0 c�+.�F�fi <br />