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It should be noted that in no event will any combination of the above-listed <br /> beneficial use materials and refuse exceed the maximum daily limit of 8,668 TPD. <br /> To establish the limits for the materials ADCshown above, Forward reviewed 2005 <br /> weight and volume records, which provided the maximum daily need for each <br /> material. Additionally, the 2005 total for each material was also divided by the <br /> permitted number of working days per year to establish the average daily need. <br /> Forward also conducted field tests at the landfill to determine refuse-to-cover ratios <br /> and in-place densities for those beneficial re-use materials utilized as ADC. the <br /> quantity ef material required te eeYeF refuse. Censistent with diseussiens with the <br /> LEA, the test fer green waste was eensidered te indieate alse the quantity ef ash er <br /> eement Win dust HeeessaF�,, and the test feF treated aute shredder residue was <br /> . Forward <br /> conducted the test for green waste several years ago and documented the results in <br /> a December 20, 2002 letter to Ms. Donna Heran, Director, San Joaquin County <br /> Environmental Health Division. Forward conducted the test for treated auto <br /> shredder residue in December 2005. This 'TD amendment .,eeup., nts the results f <br /> that testIn addition, the following procedures were used to provide control for those <br /> field tests conducted: 1) a specific ADC material is weighed and loaded into a <br /> dump truck; 2) a dozer then spreads the ADC material over the designated field <br /> test area (which is measured in square feet); 3) the ADC material is compacted to <br /> the minimum required thickness in accordance with 27 CCR or as approved by <br /> the LEA; and 4 using the recorded weight of the material, it is determined how <br /> much ADC material (in tons) was used to cover the measured test area (in square <br /> feet). The results from these tests were utilized to develop the refuse-to-cover ratio <br /> and density information presented in Appendix C-1. Sections 4.5 and 6.4.6 <br /> discusses the thickness of the various types of ADC reflected in the above maximum <br /> limits. <br /> To estimate the average need maximum 1; of contaminated soil shown above, <br /> Forward reviewed current(2005) waste inflow records to calculate a soiluq antity. <br /> assumed that eentaminated seil was required fer beth eever (daily and intermediate) <br /> these needs existed en he-saFne-daY was Ret ee,sid c—. To estimate the <br /> maximum limit for contaminated soils, shown above, Forward used the ratio of <br /> refuse to cover soil shown in Sections 4.5 and 6.4.7, and the invoiced quantities of <br /> operations layer constructed during 2004 and 2005 cell construction. <br /> Forward Landfill)TD 4-9 <br /> ):\Allied\ForwardUTD Amendment\March 2006)TD-LEA Resp\ITD\)TD Sec 4 Rev.doc <br /> 05/24/02;Amendment No.1: 5/22/2006 <br />