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<br />Tl1.e projected 2025 average TSS is determined as follows: <br /> <br />Projected 2025 TSS = (0.205 *'297,585 * 1.4) + 2,224 = 87,600 mgd (actual calculated value of <br />87,~311bsj day) rounded to the nearest hundred pounds) <br /> <br />Where: <br /> <br />0.205 is the selected pounds per capita per day (Ppcd) based on dry season <br />values from 1990 to 2002 <br /> <br />'297,585 is the projected population to be served in 2025 <br /> <br />1.4 is the selected peaking to co~vert ~verage dry season load to DSMM load. <br />(based on 1990 to 2002 data) <br /> <br />2,224 is the projected industrial T$S load in lbs.j day (it has beenassume'd that the <br />industrial load will remain constant over the study period) <br /> <br />The required capacity to meet the needs of growth in terms of TSS is 22,900 lbsjday <br />(87,600 - 64,7(0). . <br /> <br />Blosolids Trea:tment <br /> <br />The three subcategories used to alloc~te.biosolids treatment, handling, and disposal/reuse <br />costs for purposes of SOC calculations. are: <br /> <br />. "General <br />. Dewatering <br />. Biocycle farm <br /> <br />Table C-3 presents a capacity summary of the MWMC biosolids facilities. <br /> <br />TABLE C-3 <br />Capacity Summary of MWMC Biosolids Facilities (annual average dry tons per year) <br /> <br /> Subcomponents <br /> General Dewatering Blocycle Farm <br />Existing capacity 5,869 7,000 2,811 <br />Current loading (current capaci.ty required) 5,869 5,869 2,81 f <br />Available capacity None 1,131 None <br />Available capacity (Ok) 0% 16.2% 0% <br />Projected 2025 loading '(future capacity. required) 8,600 7,000 3,612 <br />Growth loading . 2,73-,1 1,131 801 <br />Required Capacity. Expansion 2,731 None 801 <br />Growth share of 2025 load 31.8% 16.2% 22.2% <br />Growth share of capacity expansion 100% 0% 100% <br /> <br />A-31 <br />