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Privileged and Confidential-Attorney Client Communication Geosyntec t> <br /> consultants <br /> MIW Potts]ti°ater <br /> Aerobic Aerobic <br /> lVedand A W'edand B <br /> x x <br /> x <br /> Anac oN <br /> wcdmd I %*ttaad _ <br /> Flew to 1W®,.,1 1� � 4 r � Aerobic X . Flo" <br /> Wtdmd I Wetland <br /> *Overflow tank will contain submerged pump,unless feasible with hydraulics through system to support <br /> gravity flow <br /> **Green X indicates sampling locations <br /> Figure 4: Pilot-Scale Test Schematic <br /> The full-scale water treatment system will receive a wide range of seasonal flows <br /> between the design range of 100 to 1,215 gpm. This is an important design <br /> consideration as changes in flow rate through passive water treatment systems can <br /> significantly impact treatment performance. As such, the treatment performance <br /> impacts due to this flow variability and potential strategies to mitigate those impacts <br /> need to be evaluated through the implementation of this Work Plan. Geosyntec <br /> calculated the pilot-scale flow rates based on the full-scale residence times through each <br /> process and scaled down the pilot size as low as possible to reduce construction costs. <br /> Treatability Study Work Plan 18 February 8,2018 <br />