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Last modified
9/8/2025 4:20:00 PM
Creation date
9/8/2025 4:19:24 PM
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Template:
PDD_Planning_Development
File Type
PDF
File Year
25
File Sequence Number
1
Application Name
Braewood Hills 3rd Addition
Document Type
Application Materials
Document_Date
9/5/2025
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Yes
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Swale WorksheetProject Name: BraewoodBasin: Swale 2Instructions:458971. Complete information in highlighted cells (downstream depth = top of check dam or overflow)2. Click ''calculate'' at the end of the facility segment line12060.014 2 3 367302.40.17419.7520003456789101112131415161700018000190002000019.75Max 2.4 0.174Resi-dence Time (m)Storage Capa-city (cf)Infiltra-tion Area (sf)Rock Depth (in)Rock Width (ft)Bottom Width (ft)WQ Flow Depth (in)Rock Capa-city (cf)WQ Velo-city (ft/s)Down-stream Depth (in)Slope (ft/ft)Facil-ity Seg-ment (ft)Length (ft)Right Side Slope (X:1)Total Residence Time:3. If any cell turns red, it does not meet the city's requirements. If facility segment identifier turns red, consider shortening length between check dams or increasing the depth because the segment's capacity is not being fully utilizedLeft Side Slope (X:1) 1201 Oak Street, Suite 100 Eugene, OR 97401 541.684.4902 kpff.com
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