7 units per acre) C.Vertical Density, (Floor to Area Ratio (FAR) of 2 or > 18 units per acre) D.Mixed use and Transit Oriented Development (within ½ mile of transit) NO Will rates and volume of stormwater runoff from each site where construction activity is described as A-D, meet 50% of pre-development rates and volume of stormwater runoff. YES NO YES NO MCM 5 Limitations Any construction activity resulting in any of the following, is not authorized to use infiltration BMPs, on-site, to meet the terms and condition of MCM5. NPDES permitted industrial activity prohibited from infiltration, Stormwater discharges from vehicle fuieling and maint. Areas, Discharges from areas 1000ft up-gradient, or 100ft down-gradient of karst features, Discharges from areas with less than 3ft separation distance from bottom of infiltration system to elevation of seasonal high groundwater or top of bedrock, Areas from etc etc etc. YES NO Off-site mitigation of stormwater must occur within the timeframe specified in the MS4s regulatory mechanism. The off-site mitigation must result in one of the following outcomes. 1.Within the stormshed, a 1:1 decrease in stormwater discharge rates and volumes equivalent to the pre- development hydrology of the site of the construction activity, or 2.Within the watershed, a 2:1 decrease in stormwater discharge rates and volumes equivalent to the pre- development hydrology of the site of the construction activity, or 3.Within the MS4, a 3:1 decrease in stormwater discharge rates and volumes equivalent to the pre-development hydrology of the site of the construction activity. Will any of these outcomes be achieved? Off-site mitigation of stormwater must occur within the timeframe specified in the MS4s regulatory mechanism. The off-site mitigation must result in one of the following outcomes. 1.Within the stormshed, a 1:1 decrease in stormwater discharge rates and volumes that are a minimum of 50% less than the pre- development hydrology of the site of the construction activity, or 2.Within the watershed, a 2:1 decrease in stormwater discharge rates and volumes that are a minimum of 50% less than the pre- development hydrology of the site of the construction activity, or 3.Within the MS4, a 3:1 decrease in stormwater discharge rates and volumes that are a minimum of 50% less than the pre- development hydrology of the site of the construction activity. Will any of these outcomes be achieved? YES The regulatory mechanism developed, implemented and enforced by the MS4 will not allow the construction activity to take place."> 7 units per acre) C.Vertical Density, (Floor to Area Ratio (FAR) of 2 or > 18 units per acre) D.Mixed use and Transit Oriented Development (within ½ mile of transit) NO Will rates and volume of stormwater runoff from each site where construction activity is described as A-D, meet 50% of pre-development rates and volume of stormwater runoff. YES NO YES NO MCM 5 Limitations Any construction activity resulting in any of the following, is not authorized to use infiltration BMPs, on-site, to meet the terms and condition of MCM5. NPDES permitted industrial activity prohibited from infiltration, Stormwater discharges from vehicle fuieling and maint. Areas, Discharges from areas 1000ft up-gradient, or 100ft down-gradient of karst features, Discharges from areas with less than 3ft separation distance from bottom of infiltration system to elevation of seasonal high groundwater or top of bedrock, Areas from etc etc etc. YES NO Off-site mitigation of stormwater must occur within the timeframe specified in the MS4s regulatory mechanism. The off-site mitigation must result in one of the following outcomes. 1.Within the stormshed, a 1:1 decrease in stormwater discharge rates and volumes equivalent to the pre- development hydrology of the site of the construction activity, or 2.Within the watershed, a 2:1 decrease in stormwater discharge rates and volumes equivalent to the pre- development hydrology of the site of the construction activity, or 3.Within the MS4, a 3:1 decrease in stormwater discharge rates and volumes equivalent to the pre-development hydrology of the site of the construction activity. Will any of these outcomes be achieved? Off-site mitigation of stormwater must occur within the timeframe specified in the MS4s regulatory mechanism. The off-site mitigation must result in one of the following outcomes. 1.Within the stormshed, a 1:1 decrease in stormwater discharge rates and volumes that are a minimum of 50% less than the pre- development hydrology of the site of the construction activity, or 2.Within the watershed, a 2:1 decrease in stormwater discharge rates and volumes that are a minimum of 50% less than the pre- development hydrology of the site of the construction activity, or 3.Within the MS4, a 3:1 decrease in stormwater discharge rates and volumes that are a minimum of 50% less than the pre- development hydrology of the site of the construction activity. Will any of these outcomes be achieved? YES The regulatory mechanism developed, implemented and enforced by the MS4 will not allow the construction activity to take place.">
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