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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# MW2-25FEET <br /> DATE SAMPLE RECEIVED 12/10/89 starting weight 202 56 grams <br /> DATE RAN ANALYSIS 12/15/89 ending weight 202 56 grams <br /> percent difference 0 00 9 <br /> MATERIAL DISCRIPTION SOIL SAMPLE FROM TWENTY FIVE FOOT DEPTH MW2 <br /> SIEVE SIZES <br /> milli- inches number percent percent sieved <br /> meters pass retained weight WENTWORTH SCALE <br /> through in grams CLASSIFICATION <br /> 16 0000 5/8 100 00 0 00 0 00 <br /> 11 2000 7/16 100 00 0 00 0 00 MEDIUM PEBBLE <br /> 8 0000 5/16 100 00 0 00 0 00 SMALL PEBBLE <br /> 4 0000 0 1570 5 100 00 0 00 0 00 GRANULE <br /> 2 0000 0 0787 10 100 00 0 00 0 00 VERY COARSE SAND <br /> 0 5000 0 0197 35 93 18 6 82 13 82 COARSE SAND <br /> 0 2500 0 0098 60 89 75 10 25 6 95 MEDIUM SAND <br /> 0 1250 0 0049 120 80 23 19 77 19 27 FINE SAND <br /> 0 0630 0 0025 230 63 07 36 93 34 77 VERY FINE SAND <br /> pan 0 00 100 00 127 75 SILT/CLAY <br /> 202 56 <br /> METHOD USED ASTM D422 MODIFIED TO WENTWORTH SCREENS AND STOPPED SIEVE SIZE AT #230 <br /> DID NOT GO TO SUSPENDED PARTICLES HYDROMETERS <br /> GeorgConverse ac E Napper <br /> Geol ist CA Reg Geologist #3037 <br /> c��S�r�,EtED �01 <br /> E <br /> NAPPER <br /> No 3037 <br /> 48 <br />