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Supplemental Materials 2026-01-21
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Last modified
1/22/2026 9:02:20 AM
Creation date
1/22/2026 9:01:00 AM
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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
Supplemental Materials
Document_Date
1/21/2026
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Yes
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Eugene Stormwater Facility CalculatorProject Name: BraewoodBasin: Swale 1 (Basins L1, L2, L3, S1, and S2)Instructions:Date: 8/28/20251. Choose Facility Type2. Choose shape3. Complete information in highlighted cellsFacilitySwaleSwale TypeVegetatedShapeRectangularBelow-GradeSee Swale Worksheet1,168sfSee Swale Worksheet1,1685ft124to 10.406in18inTested infiltration rate1.00in/hrInfiltration Safety Factor2.00Surface Storage Capacity6cf0Infiltration Area @ 75%66sfDesign Infiltration Rate0.50in/hrGM Infiltration Rate2.5in/hrInfiltration Capacity0.001cfsInfiltration Capacity (avg)0.004cfsResultsSURFACE CAPACITYRecurrance IntervalPeak Flow (cfs)Volume (cf)Meets Infiltration?WQ1.230917,453Filtration Only2-Yr3.161943,6075-Yr3.825352,31410-Yr5.056268,3546925-Yr6.117282,11350-Yr7.349198,032100-Yr8.0787107,448WATER QUALITY EVENTPASSROCK CAPACITY N/ARock CapacityN/AN/AN/AN/AOpen, No Rock10-Yr Infiltration Volume (cf):N/A100%N/AN/A
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