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<br />1.4 is the selected peaking to convert average dry season load to DSMM load <br />- <br />(based on 1990 to 2002 data) <br />2,224 is the projected industrial TSS load in lbs/day (it has been assumed that the <br />- <br />industrial load will remain constant over the study period) <br />The required capacity to meet the needs of growth in terms of TSS is 22,900 lbs/day <br />(87,600 – 64,700). <br />Biosolids Treatment <br />The three subcategories used to allocate biosolids treatment, handling, and disposal/reuse <br />costs for purposes of SDC calculations are: <br />? <br />General <br /> <br />? <br />Dewatering <br /> <br />? <br />Biocycle farm <br /> <br />Table C-3 presents a capacity summary of the MWMC biosolids facilities. <br />TABLE C-3 <br />Capacity Summary of MWMC Biosolids Facilities (annual average dry tons per year) <br />Subcomponents <br /> General Dewatering Biocycle Farm <br />Existing capacity 5,869 7,000 2,811 <br />Current loading (current capacity required) 5,869 5,869 2,811 <br />Available capacity None 1,131 None <br />Available capacity (%)0% 16.2%0% <br /> <br />Projected 2025 loading (future capacity required) 8,600 7,000 3,612 <br />Growth loading 2,731 1,131 801 <br />Required Capacity Expansion 2,731 None 801 <br />Growth share of 2025 load31.8% 16.2% 22.2% <br /> <br />Growth share of capacity expansion100%0%100% <br /> <br /> <br />The definition and capacity assessment development for these three subcomponents are <br />presented in the following paragraphs. <br />General <br />The general subcomponent consists of biosolids thickening and anaerobic digestion at the <br />WPCF; the biosolids pump station/force main system that conveys digested biosolids from <br />the WPCF to the BMF; and facultative sludge storage lagoons and drying beds at the remote <br />Page 33 OF 39 <br /> <br /> <br />