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2016-04-26_PWETC_AgendaPacket
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2016-04-26_PWETC_AgendaPacket
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Commission/Authority Name
Public Works Commission
Commission/Committee - Document Type
Agenda/Packet
Commission/Committee - Meeting Date
4/26/2016
Commission/Committee - Meeting Type
Regular
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2) Water Quality Treatment <br /> a) InfiltrationNolume Control Requirement <br /> 1) For all new or reconstructed impervious portions of a project, a runoff volume based on <br /> the requirements of the governing Capitol Region (CRWD) or Rice Creek Watershed <br /> District (RCWD) rules. Within all other Watershed jurisdictions, a runoff volume of one <br /> (1)inch must be treated through infiltration practices. <br /> 2) For all redevelopment impervious portions of a project, a runoff volume based on the <br /> requirements of the governing Capitol Region (CRWD) or Rice Creek Watershed District <br /> (RCWD) rules. Within all other Watershed jurisdictions, a runoff volume of one (1) inch <br /> must be treated through infiltration practices. <br /> 3) Filtration practices that are designed for partial recharge (e.g., bioretention basin with <br /> under drains) shall receive seventy percent (70%) credit for infiltration/volume control. <br /> Incorporation of trees and shrubs into filtration practices is encouraged. <br /> b) Pollutant Removal Requirements. For projects that have met the infiltration/volume control <br /> requirements above, the pollutant removal requirements are considered to be met. For projects <br /> where infiltration or filtration is not feasible or is prohibited (see Item 5.a.), the following <br /> pollutant removal standards (based on a standard Nationwide Urban Runoff Program, NURP, <br /> particle size distribution) apply prior to reaching a downstream receiving water: <br /> 1) For new development and redevelopment portions of a site, provide treatment to remove <br /> ninety percent (90%) total suspended solids (TSS) and sixty percent (60%) total <br /> phosphorus (TP) modeled for an annual average rainfall. <br /> 3) RateNolume Control. <br /> a) Discharge rates leaving the site must not exceed the current rates for the 1, 2, 10 and 100-year, <br /> critical duration (24-hour) storm events, using a Type 11 storm distribution and antecedent <br /> moisture conditions 2 (AMC-2). <br /> b) The City of Roseville shall apply all City standards for developments and redevelopments <br /> outside of the City limits which discharge into waterbodies or storm drainage systems within the <br /> City limits. All plan submittals shall comply with City of Roseville storm water regulations. <br /> c) For development and redevelopment projects affecting storm water problem areas identified in <br /> the City's SWMP, the City requires the developer to incorporate such practices to resolve a <br /> proportionate share of the problem through a reduction based on existing runoff volumes. <br /> 1) The "problem" as defined by the City is that excess volume of water that either causes a <br /> downstream storm sewer system to exceed a 10-year/24-hour design capacity or causes a <br /> downstream waterbody to exceed its designated 100-year flood elevation at a given point. <br /> 2) The "proportionate share" of the problem is defined as a ratio of contributing runoff volume <br /> from a given parcel to the overall subwatershed contributing runoff volume upstream of the <br /> problem area. <br /> 3) The procedure for computing the volume reduction for a development or redevelopment site <br /> is as follows: <br /> Page 2 of 8 12/11/14 <br />
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