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f <br /> .r. <br /> During these evaluations, influent organic levels and solids loading levels reached or exceeded peak <br /> monthly limits, with daily influent levels reaching highs of 525 mg/L cBOD5 and 1600 mg/L TSS. This <br /> demonstrated the resiliency of this unit,under adverse conditions, to consistently produce secondary and <br /> advanced treatment quality effluent. <br /> Figure 5 illustrates the relative levels of effluent quality achieved by the three AX units throughout these <br /> evaluations. The graph represents over 360 data days of composite sampling over a time span of more <br /> than two years. <br /> Figure 5:Effluent quality achieved <br /> - ; ' _ . - - relative to actual hydraulic loading rates <br /> r <br /> :.....aa_e.:- 60gpdiftz <br /> ...---- 440•rtro:......,.. <br /> a <br /> ------------------- <br /> d8 gpd.lflz <br /> .......... 4 mo, .... <br /> 29 gpolft� <br /> -gP.tl _ fit ........... -------- -------- <br /> 51no. <br /> t f <br /> f <br /> MTP-FLT-TRU-1 <br /> Rev.1.1,11/02 <br /> Page 6 of 12 <br />