6708 CADY RD 2025-03-31 - Laserfiche WebLink

List#1 Summary Matrix Feasible or BMP# BMP Name BMP Criteria Infeasible Comment Lawn and Landscaped Areas: Post- Establish minimum soil quality and Construction and poll All pervious areas will be amended,as T5.13 Soil Quality and depth pollutant removal function.provide increased stormwater Feasible necessary,in accordance with BMP T5.13. Deoth Roofs: Development must protect at least 65%of the site in a forest or native 65%of the site cannot be dedicatd to forest T5.30 Full Dispersion condition,and a 100'vegetated Infeasible or native vegetation and 100 ft flowpaths flowpath must be provided for cannot fit within the developed site. discharged flows, Site must have 3 ft of permable soil The seasonal high groundwater elevation is from the proposed grade to the T5.10A Downspout Full seasonal HGW elevation and 1 ft Infeasible believed to be within 18 36 inches of the Infiltration separation from bottom of infiltration existing grade and the soils are not trench to the seasonal HGW elevation. permeable enough to support infiltration. Usable space must be present to site a The seasonal high groundwater elevation is feasibly sized rain garden or Infeasible believed to be within 18 to 36 inches of the T5.14A Rain Gardens bioretention system on a existing grade so the minimum 1 ft of vertical redevelopment si r i n canno be achieved. Usable space must be present to site a The seasonal high groundwater elevation is feasibly sized rain garden or Infeasible believed to be within 18 to 36 inches of the T7.30 Bioretention bioretention system on a existing grade so the minimum 1 ft of vertical redevelooment site seoaratwon cannot be achieved, Downspout A minimum 25'vegetated flowpath There are no downspouts on the proposed T5.1013 Dispersion must be provided for dispersed flows. Infeasible Pallet Shelters Systems Provide a length of perforated pipe The seasonal high groundwater elevation is Perforated Stub within a gravel filled trench to Infeasible believed to be within 18 to 36 inches of the TS.lOC out Connections accommodate infiltration,while existing grade so the minimum 1 ft of vertical se aration cannot be achieved. Other Hard Surfaces: Development must protect at least 65%of the site in a forest or native 65%of the site cannot be dedicatd to forest T5.30 Full Dispersion condition,and a 100'vegetated Infeasible or native vegetation and 100 ft flowpaths flowpath must be provided for cannot fit within the developed site. dascharaed flows, If outwash soils are present,field Permeable testing must indicate a native soil Per the NRCS Soil Survey,surface infiltration T5.15 Pavement saturated hydraulic conductivity Infeasible rates are limited across the majority of the greater than 0.30 in/hr.Pavement site(0.00-0.06 in/hr). slopes must not exceed 10 nercent. Usable space must be present to site a The seasonal high groundwater elevation is feasibly sized rain garden or Infeasible believed to be within 18 to 36 inches of the T5.14 Rain Gardens bioretention system on a existing grade so the minimum 1 ft of vertical Usable space must be present to site a The seasonal high groundwater elevation is feasibly sized rain garden or Infeasible believed to be within 18 to 36 inches of the T7.30 Bioretention bioretention system on a existing grade so the minimum 1 ft of vertical redevelopment si r in cannot be achieved. Provide a"transition zone"and A 10 ft vegetated flowpath can be achieved. T5.12 Sheet Flow minimum 10'vegetated flowpath to Feasible Downspout dispersion systems will be Dispersion attenuate flows from driveways/hard installed onsite. T5.11 Concentrated A minimum 25'vegetated flowpath N/A N/A Flow Dispersion must be provided for dispersed flows.