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Bqqmjdbou!Sftqpotf <br />Vqebufe!Cz <br />Len LintonLen Linton <br />AMAM <br />Nbslvq!Ebuf <br />12/16/2020 11:02 12/16/2020 11:02 <br />4 <br />3 <br /> year <br /> and <br />3100 <br /> and <br /> cannot <br />1 <br />4 <br /> cannot be <br />4 <br /> and DA- must drain through . The pipes through must be sized to . <br />31222 <br />Dibohfnbsl!Efubjmt <br />See comments on HydroCAD drainage map. Drainage areas cannot physically drain to Basin A. The runoff from these two areas is not attenuated by a pond.The system must be revised to <br /> retain more flow in Basin A to compensate for the uncaptured flows.The site does not meet the infiltration (volume control) requirements for the LRRWMO. Infiltration must be provided <br /> on the site.The site as designed does not meet all of the LRRWMO and City requirementsDA-physically drain to Basin A. The link from DA-and DA-directed to Basin A. This runoff must <br /> be tabulated separately.DA-DA-DA-accomodate the flows from DA-DA- <br />Dibohfnbsl!Tvckfdu <br />Revise tableComments on Routing Diagram <br />Nbslvq!Obnf <br />LLLL <br />Gjmf <br />StormwaterManagementMemo.pdfStormwaterManagementMemo.pdf <br />Tobqtipu <br />Efqbsunfou <br />Civil Engineer IVCivil Engineer IV <br />Tubuvt <br />UnresolvedUnresolved <br />Dpnqmfuf@ <br />FalseFalse <br />89 <br />Sfg!$ <br />Dzdmf <br />1 <br />Hspvqjoh <br />Dibohfnbslt!Sfqpsu! <br />Main Workflow <br /> <br />