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r. <br /> 4 <br /> Table 1. Material Balance for a 600 Gallon per Day System <br /> Stream 1 2 3 4 5 6 7 <br /> Influent Aerobically Settled Mechanically Disinfected Air Exhaust <br /> Treated Sludge Filtered &Clarified <br /> Wastewater Slud a Effluent <br /> Flow rate, al/da 600 1,200 80 80 600 - - <br /> Flow rate cft/da - - - - 5,280 480 <br /> Temperature OF 80 80 80 80 80 90 300 <br /> Suspended Solids m l 250 50 500 200 <10 - - <br /> CBOD5 in 1 200 <20 >200 100 1 <10 <br /> yr. Total Nitro enm I 50 30 - <10 <br /> Carbon Monoxide m - <50 <br /> Oxygen % 20.9 >15 <br /> to in m I - 100 <1 <br /> in. Table 2. Material Balance for a 1200 Gallon per Day System <br /> Stream 1 2 3 4 5 6 7 <br /> Influent Aerobically Settled Mechanically Disinfected Air Exhaust <br /> Treated Sludge Filtered &Clarified <br /> Wastewater Slud a Effluent <br /> ` Flow rate, al/da 1200 2,400 80 80 1200 - <br /> Flow rate cft/da - - - 11,040 480 <br /> Temperature OF 80 80 80 80 80 90 300 <br /> Suspended Solids m 1 1 250 50 500 200 <10 - <br /> CBOD5 "1200 <20 >200 100 <10 <br /> Total Nitro en 30 - - <10 <br /> Carbon Monoxide - <50 <br /> en 20.9 >15 <br /> Ash 100 <t <br /> V <br /> Table 3. Resource Usage <br /> 600 gpd System 1200 gpd System <br /> Power Consumption' kWh per day 5.8 11.0 <br /> V Chlorine Tablets(8 oz.) I Quantity per month 6- 10 12-20 <br /> r <br /> r <br /> ' Sludge is pumped once per week at specified flow rate. <br /> _ 2 Note, power consumption includes effluent pump. <br /> 04/08/2000 <br />