Laserfiche WebLink
BMP and Infeasibility description <br /> applicable lists Infeasibility criteria and rationale for each <br /> BMP not selected <br /> T5.14A Note:Criteria with setback distances are as measured from the bottom <br /> Bioretention edge of the bioretention soil mix. <br /> or Rain Gardens <br /> Citation of any of the following infeasibility criteria must be based on <br /> an evaluation of site-specific conditions and a written <br /> recommendation from an appropriate licensed professional <br /> (e.g.,engineer,geologist,hydrogeologist): <br /> ❑ Where professional geotechnical evaluation recommends <br /> infiltration not be used due to reasonable concerns about erosion, <br /> slope failure,or down-gradient flooding. <br /> ❑ Within an area whose ground water drains into an erosion hazard, <br /> or landslide hazard area. <br /> ❑ Where the only area available for siting would threaten the safety <br /> or reliability of pre-existing underground utilities,pre-existing <br /> underground storage tanks,pre-existing structures,or pre-existing <br /> road or parking lot surfaces. <br /> ❑ Where the only area available for siting does not allow for a safe <br /> overflow pathway to stormwater drainage system or private storm <br /> sewer system. <br /> ❑ Where there is a lack of usable space for bioretention areas at <br /> redevelopment sites,or where there is insufficient space within the <br /> existing public right-of-way on public road projects. <br /> ❑ Where infiltrating water would threaten existing below grade <br /> basements. <br /> ❑ Where infiltrating water would threaten shoreline structures such <br /> as bulkheads. <br /> The following criteria can be cited as reasons for infeasibility without <br /> further justification(though some require professional services to <br /> make the observation): <br /> ❑ Evaluation of infiltration is not required per the Infiltration <br /> Infeasibility Map due to steep slopes,erosion hazards,or landslide <br /> hazards.See City's infiltration infeasibilty map. <br /> ❑ Within setback provided for BMP T7.30(DCSS Section 4-4.1(3)) <br /> ❑ Where they are not compatible with surrounding drainage system <br /> as determined by the city(e.g.,project drains to an existing <br /> stormwater collection system whose elevation or location <br /> precludes connection to a properly functioning bioretention area). <br /> City of Everett Public Works <br /> Small Project Stormwater Site Plan Report-Dec 2019 26 <br />