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TABLE 1 DEGRADATION ANALYSIS <br /> (for discharge to the San Joaquin River) <br /> Average Monthly Average <br /> Background Discharge Monthly Average <br /> Compound Units Concentration Concentration Mass(Ib/dav)2 Permit Limit Mass (Ib/day)3 %change <br /> NUTRIENT LOAD <br /> BOD mg/L 20 1,200 10 820 -32 <br /> TSS mg/L 20 1,200 10 820 -32 <br /> Coliform mpn/100 ml 23 2.2 <br /> INORGANICS <br /> Ammonia mg/L 0.21 17.7 1,000 2.8 230 -77 <br /> EC umhos 686 1099 1000 . <br /> Aluminum ug/L 968 150 8.7 71 5.8 -33 <br /> Iron mg/L 1.64 0.43 25 0.3 25 0 <br /> Manganese ug/L 147 43 2.5 50 4.1 65 <br /> Arsenic ug/L 3 13 0.75 10 0.82 9 <br /> Copper ug/L 3 9 0.52 7.9 0.65 25 <br /> Cyanide ug/L 1.4 7 0.41 3.7 0.30 -25 <br /> HUMAN HEALTH <br /> Dibromochloromethane ug/L 0.3 0.47 0.03 1.4 0.12 320 <br /> Bromodichloromethane ug/L 0.2 1.98 0.11 5 0.41 260 <br /> 2,4,6-Trichlorophenol ug/L 0.2 3.28 0.19 34 2.8 1400 <br /> Bis(2-ethylhexyl)phthalate ug/L 0.3 3.48 0.20 22 1.8 800 <br /> BIOACCUMULATIVES <br /> Mercury ug/L 0.006 0.019 0.0011 0.0019 70 <br /> Note: 1 Unless noted otherwise, all inorganic concentrations are expressed as total recoverable. • <br /> 2 At 6.95 mgd,the maximum permitted flow before improvements are completed. <br /> 3 At 9.87 mgd,the maximum permitted flow after improvements are completed. Mercury is calculated at 8.11 <br /> mgd, the maximum current permitted flow. <br /> 4 BOD, TSS, and coliform reflect permit limitations from Order#5-01-007. <br /> The remaining constituents are calculated from monitoring data. <br />