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bacteria consuming water along with the organic materials. Anecdotally, a loss of <br /> 10% to 15% of water by total weight of the greenwaste would be expected. While <br /> the variability for processed greenwaste is somewhat higher than TASW, we again <br /> conclude that the method developed for this test is valid and will yield repeatable <br /> results. <br /> Applying the data developed as part of this ADC Testing Program to current <br /> operations, if the FL receives 5,000 tons per day (TPD), this would equate to 5,745 <br /> cubic yards of refuse at an in-place density of 1,740 lbs/cy. Using a 4:1 refuse to <br /> cover ratio, 1,436 cubic yards of cover material would be necessary for daily cover. <br /> Based on the average in-place density observed through this ADC test program, it <br /> would take 589 tons of processed greenwaste or 790 tons of TASW or 1,795 tons of <br /> soil to cover 5,000 tons of refuse. Calculating ADC usage as a function of area, a <br /> 150 x 250 working face would require 1,390 cubic yards of material. <br /> Allied and BAS are ready to meet with the LEA to integrate the results of ADC field <br /> testing into a Joint Technical Document (JTD) Amendment in order to revise the <br /> Solid Waste Facilities Permit. Allied prepared and submitted a JTD Amendment to <br /> comply with 27 CCR and reconcile LEA concerns with ADC usage at the FL. The <br /> results from the ADC Test Program conducted on October 11 and 12, 2006, <br /> provide the necessary data to finalize the JTD Amendment. <br /> 3-2 <br /> ):\Allied\Forward\2006.0154 ADC Test\ADC Test Report\Draft Final RDC Test Report Sec 3.doc <br />