(a) All refuse, toxic materials and any fill that limits or decreases the capacity of the <br />conservation setback area to filter pollutants from runoff that flows across the <br />conservation setback area shall be removed (not including stormwater collected <br />and discharged from impervious surfaces). <br />In their application materials, the applicant acknowledges and states that any refuse or toxic <br />materials found during construction will be removed. All required fill material for the street <br />construction will be kept to a minimum. A stormwater treatment facility is proposed along the <br />eastern side of the street and is considered an area of fill within the conservation easement. As <br />indicated in the applicant's written narrative, the stormwater treatment facility will filter <br />various pollutants that flow across it and will enhance the setback area and is consistent with <br />this standard. <br />(b) Where practicable, finished grades shall encourage sheet flow of runoff across <br />conservation setback areas to maximize filtering and infiltration of precipitation <br />and runoff within conservation setback areas (not including stormwater collected <br />and discharged from impervious surfaces). <br />The applicant states and site plans show that finished grades will intentionally direct runoff <br />from the conservation setback area as sheet flow into a swale on the northeast side of Randy <br />Lane (See applicant's Sheet ST3.0). Also, as noted by the applicant, the conservation area sits at <br />a higher elevation and runoff naturally flows downhill into the swale. The swale is designed to <br />enhance pollutant filtration and promote infiltration more effectively than the current sheet <br />flow conditions and is consistent with this standard. Staff review of the applicant's analysis <br />finds their proposal to be consistent with this standard. <br />(c) On sites where the slope within the conservation setback area exceeds 15 percent, <br />measures (e.g., planting and contouring) shall be taken to slow the flow of runoff <br />to the maximum extent practicable (not including stormwater collected and <br />discharged from impervious surfaces). <br />In this case, the stormwater treatment facility is designed to intercept and collect existing <br />runoff. As designed, the gradual slopes of the stormwater treatment facility and vegetative <br />plantings will slow the flow of the runoff, enhancing opportunities for infiltration and pollutant <br />removal. Based on the applicant's proposal, their design is consistent with this standard. <br />(d) Non-native plants shall be permanently removed to the maximum extent <br />practicable and replaced with native plant species in accordance with subsection <br />(3) below. <br />The applicant notes that the area within the extent of the construction will be cleared of <br />vegetation. As discussed in more detail in subsection (3) below and incorporated herein by <br />reference, all areas impacted by this construction will be revegetated with native plant species, <br />consistent with this standard. <br />March 2026 Findings & Decision of the Planning Director Page 10 of 28 <br />Braewood Hills Third Addition (SDR 25-02 & PDF 25-01) <br />