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TEST HOLE DEPTH (FEET) <br /> o 1 .2' <br /> 50 FEET <br /> N <br /> 1 .8' <br /> 1 .25' <br /> t5 <br /> w .95' <br /> 1 .25' <br /> L <br /> 1 .25' <br /> • <br /> 8 t <br /> 1 .45 .95 1 .15' <br /> • • <br /> LOAD COUNT/WEIGHT <br /> LOAD GROSS (Ibs) TARE (Ibs) NET (Ibs) TONS <br /> 1 66,360 50,240 16,120 8.06 <br /> 2 63,500 50,240 15,260 7.63 <br /> 3 65,880 50,240 15,640 7.82 <br /> 4 67,600 50,240 17,360 8.68 <br /> 5 66,720 50,240 16,480 8.24 <br /> 6 66,380 50,240 16,140 8.07 <br /> TOTALS 396,440 1-301,440 97,000 48.50 <br /> FIGURE 2 <br /> O. <br /> (909) 860-7777 FORWARD LANDFILL 20® <br /> 26..0,01 <br /> sa <br /> DATE <br /> DAY 2 - TEST PLOT 5 DECK AREA 10-2006 <br /> BRYAN A. STIRRAT do ASSOCIATES ^ �a GREEN <br /> B' <br /> CIVIL AND ENVIRONMENTAL ENGINEERS PROCESSG <br /> ED REEN MATERIAL CAL <br /> 1360 VALLEY VISTA DRIVE DIAMOND BAR. CA 81763 FILE NAME <br /> 1726SIDS <br />