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C <br />11 <br />P <br />L <br />0 <br />0 <br />Table 1 <br />SITE CAPACITY AND SERVICE LIFE <br />CORRAL HOLLOW SANITARY LANDFILL <br />Item Description <br />Quantityl <br />Airspace <br />1,150,000 <br />cubic yards <br />Overall Refuse <br />Capacity <br />798,400 <br />cubi yards, <br />2. <br />479,040 <br />tons <br />Module 1 - <br />485,600 cy <br />cubic yard. <br />Module 2 - <br />78,400 cy <br />Calculated value assuming a <br />fill rate that increases linearly <br />Module 3 - <br />139,200 cy <br />of <br />Module 4 - <br />95,200 cy <br />ly 600 cubic yards (in place) <br />Overall Service <br />Life (as of June 1987) <br />5.7 <br />years3 <br />Module 1 - <br />3.6 years <br />4:1. <br />Module 2 - <br />.6 years <br />Module 3 - <br />.9 years <br />Module 4 - <br />.6 years <br />Earthwork <br />Daily and <br />Intermediate Cover <br />199,600 <br />cubic yards4 <br />1. <br />Based on topography map prepared by photogrammetric methods <br />by <br />Aero -Geodetic Corporation, <br />Sunnyvale, California. Date <br />of <br />photography: May 29, 1987. <br />2. <br />Calculated value assuming an <br />in-place density of 1,200 pounds <br />per <br />cubic yard. <br />3. <br />Calculated value assuming a <br />fill rate that increases linearly <br />with time. The fill rate is based on a linear regression <br />of <br />refuse tonnage data. Refuse <br />generation increases by approximate- <br />ly 600 cubic yards (in place) <br />per year. <br />4. <br />Calculated value assuming a <br />refuse to daily cover soil ratio <br />of <br />4:1. <br />PJ9 9390310.00D <br />3 <br />