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TEST HOLE DEPTH (FEET) <br /> • 1.2' <br /> 50 FEET <br /> N <br /> 1.3' 0.9' 1 .0' <br /> • • <br /> 1.25' <br /> 8 <br /> u- 1 '• 1 .55' <br /> Q • <br /> to <br /> • <br /> .925' 1 .55' <br /> LOAD COUNT/ EIGHT RECORD <br /> LOAD GROSS (las) TARE (Ibs) NET (Ibs) TONS <br /> 1 96,820 50,240 46,580 23.29 <br /> 2 97,900 50,240 47,660 23.83 <br /> 3 93,400 150,240 <br /> ,240 43,160 21.58 <br /> 4 97,500 ,240 47,260 23.63 <br /> 5 94,940 44,700 22.35 <br /> 6 98,580 50,240 48,340 24.17 <br /> ITOTALS1 579,140 301,440 1 277,700 138.85 <br /> FIQU <br /> (909) 860-7777 FORWARD LANDFILL J0e NO <br /> .x <br /> DAY 2 - TEST PLOT 6 DECK AREA 10-2006 <br /> BRYAN A. STIRRAT do ASSOCIATES DRAWN BY <br /> CML AND ENVIRONMENTAL ENGINEERS SOIL COVER CAL <br /> 1360 VALLEY VISTA DRIVE DIAMOND W. CA 91765 1 =1726= <br /> % NAME <br /> 1726= <br />