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N <br /> - fT1 <br /> N <br /> INLET . <br /> 2S YR. 24 HR. STOIiMt 9 MINIMUM LO <br /> I'-Q"EmeANK wIEwr <br /> START. PUMPING 0STE STORAGE jEMERGEN <br /> CY <br /> STOP PUMPINS SPILLWAYUD <br /> co <br /> MINIMUM DESWI VOLUME <br /> s W <br /> a <br /> TREATED WOOD SLUDGE STORAGE LO <br /> OR <br /> CONCRETE SUI"RTS . <br /> Figure 1. Crass-sectional view of typical single--stage anaerobic lagoon, <br /> ns _ <br /> 0 <br /> C <br /> r- <br /> T> <br /> U7 <br /> INLET <br /> EMERGENCY 2S YR.f 24 HR.STORM � <br /> S"`FREEBWRD SPILLWAY i'd"FR€EBOARD < <br /> OVEInow IAIMMUM DESIGN =p 2i OUTLET I2. AUNIMUM ...^. IWAY <br /> VOLUMEw••--.._.. � � PU#�G 6E3lGFt'-YO 1 j. START <br /> TREATED WOW PUMPING <br /> OR <br /> ODUCRETE SUPPORTS <br /> TACE -ST -9 <br /> D <br /> M <br /> Figure 2. Cross-sectional View of typical two-stage anaerobic lagoon system. A <br /> A <br />