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Agenda - Planning Commission - 01/07/2021
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Agenda - Planning Commission - 01/07/2021
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Last modified
3/17/2025 11:07:36 AM
Creation date
2/24/2021 3:23:51 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Planning Commission
Document Date
01/07/2021
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Bqqmjdbou!Sftqpotf <br />Vqebufe!Cz <br />Len LintonLen LintonLen LintonLen Linton <br />AMAMAMAM <br />Nbslvq!Ebuf <br />12/16/2020 11:02 12/16/2020 11:02 12/16/2020 11:02 12/16/2020 11:22 <br />42,500 <br /> must be provide should have <br />#1#2#4 <br />" from all impervious <br />1 <br />Dibohfnbsl!Efubjmt <br />. Device . Device . Device <br />1submerged type inlet to provide skimming of floatables.2detail of wiers and orifices to provide rate control for all storms as outlined on at the start of this report.3slope between <br /> inlet and outlet. The total length seems rather short for carrying the flow away from the edge of the pond and protecting against upstream erosion around the FES.Volume removal goal <br /> not met. Site must infiltrate firstsurfaces. This is cubic feet.Revise plan to achieve this goal.Include screen shot of infiltration basin parameters page showing inputs for infiltration <br /> basin - surface area, base of basin area, depth, infiltration rate and drawdown time - 48 hours for Ramsey.All linetypes used on sheet must be listed in legend. <br />Dibohfnbsl!Tvckfdu <br />Outlet ConfigurationVolume RemovalMiDS CalculatorLegend <br />Nbslvq!Obnf <br />LLLLLLLL <br />Gjmf <br />StormwaterManagementMemo.pdfStormwaterManagementMemo.pdfStormwaterManagementMemo.pdfSheet 7.pdf <br />Tobqtipu <br />Efqbsunfou <br />Civil Engineer IVCivil Engineer IVCivil Engineer IVCivil Engineer IV <br />Tubuvt <br />UnresolvedUnresolvedUnresolvedUnresolved <br />Dpnqmfuf@ <br />FalseFalseFalseFalse <br />10111230 <br />Sfg!$ <br />Dzdmf <br />1 <br />Hspvqjoh <br />Dibohfnbslt!Sfqpsu! <br />Main Workflow <br /> <br />
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