Stormwater outfall watershed delineation, land cover characteristics, and recommended priorities for...
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Transcript of Stormwater outfall watershed delineation, land cover characteristics, and recommended priorities for...
Stormwater outfall watershed delineation, land cover
characteristics, and recommended priorities for
monitoring and mitigation in the City of Pacific Grove, California
Kathy Pugh
Roger Arenas
Patty Cubanski
Michele Lanctot
AJ Purdy
Ryan Bassett
Jacob Smith
Shaelyn Hession
Kyle Stoner
Gabriela Alberola
Natalie Jacuzzi
Rose Ashbach
Fred Watson
Presentation by CSUMB class ENVS 660 to stormwater management staff from City of Pacific Grove, City of Monterey, Monterey Regional Storm Water Management Program, and Monterey Bay National Marine Sanctuary, 20 th Sep 2011.
Field Methods• Located outfalls 10” diameter and greater
• Coordinates & measurements recorded• Photographed
• Field validated GIS delineated watersheds
Delineation Methods• Imported storm drain mains data
and Digital Elevation Model• Reclassified storm drain raster to be binary • Subtracted reclassified storm drain raster from the DEM to
create “burned” DEM. • Imported storm drain outfall location data • Hydrology Tools within Spatial Analyst
• Fill analysis • Directional analysis • Accumulation analysis • Edited outfalls • Watershed analysis
Watershed Boundaries
Land Use
• Land use data source: Monterey County Tax Assessor’s Office and City of Pacific Grove.• Impervious cover data source: USGS, NLCD 2006
Impervious Cover
Watershed Characteristics
Watershed ID
Multi-Family Residential (%)
Publicly Owned (%)
Recreation (%)
Vacant (%)
Community Center (%)
Single Family Residential (%)
Industrial (%)
Parking Lots (%)
Auto Services (%)
Commercial (%)
Medical (%)
Restaurants (%)
1 11.3 6.7 0.0 2.7 3.8 33.8 0.0 5.6 4.8 22.5 0.2 7.32 49.5 0.0 0.0 0.0 0.9 38.3 0.0 0.0 0.0 0.0 9.3 0.03 34.5 0.0 0.0 0.0 0.0 58.6 0.0 0.0 0.0 0.0 0.0 0.04 57.9 0.0 0.0 0.0 0.0 42.1 0.0 0.0 0.0 0.0 0.0 0.05 29.6 3.0 0.0 1.0 4.0 59.3 0.0 0.0 0.0 0.0 0.0 0.06 16.9 0.0 0.0 2.4 3.9 75.8 0.0 0.0 0.0 0.0 0.0 0.07 31.2 3.0 0.0 0.0 15.6 43.6 0.0 0.0 0.0 0.0 3.7 0.08 10.5 13.5 6.0 1.5 4.5 60.2 0.3 0.3 0.1 1.5 1.1 0.29 28.1 0.0 0.0 0.0 21.9 50.0 0.0 0.0 0.0 0.0 0.0 0.010 11.4 25.0 0.0 0.0 0.0 20.5 0.0 0.0 0.0 43.2 0.0 0.011 66.7 0.0 0.0 0.0 0.0 33.3 0.0 0.0 0.0 0.0 0.0 0.012 22.8 23.8 0.0 1.0 0.0 29.7 0.0 0.0 0.0 22.8 0.0 0.013 9.6 4.8 0.0 0.5 0.7 76.9 0.0 0.5 0.3 1.6 4.8 0.214 22.4 77.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.015 81.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 18.616 61.0 2.4 0.0 0.0 0.0 36.6 0.0 0.0 0.0 0.0 0.0 0.017 78.8 12.1 0.0 0.0 0.0 9.1 0.0 0.0 0.0 0.0 0.0 0.018 78.3 15.2 0.0 0.0 0.0 6.5 0.0 0.0 0.0 0.0 0.0 0.019 12.5 12.5 0.0 0.0 0.0 75.0 0.0 0.0 0.0 0.0 0.0 0.020 61.5 30.8 0.0 0.0 0.0 7.7 0.0 0.0 0.0 0.0 0.0 0.021 13.2 33.0 0.0 1.1 0.0 52.7 0.0 0.0 0.0 0.0 0.0 0.022 0.0 0.0 0.0 13.3 0.0 86.7 0.0 0.0 0.0 0.0 0.0 0.023 5.2 26.0 0.0 1.1 0.0 67.6 0.0 0.0 0.0 0.0 0.0 0.024 0.0 1.7 0.0 0.0 0.0 98.3 0.0 0.0 0.0 0.0 0.0 0.025 7.6 87.6 0.0 0.8 0.0 3.8 0.0 0.0 0.0 0.0 0.0 0.026 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.027 0.0 1.3 0.0 21.6 0.0 77.1 0.0 0.0 0.0 0.0 0.0 0.028 41.0 5.9 0.0 5.9 0.0 46.8 0.0 0.0 0.0 0.0 0.0 0.029 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.030 12.1 4.3 0.0 9.9 0.0 72.7 0.0 0.6 0.0 0.0 0.0 0.031 8.6 17.1 0.0 1.7 0.4 72.0 0.0 0.0 0.0 0.0 0.0 0.032 0.0 40.3 0.0 0.0 0.0 59.7 0.0 0.0 0.0 0.0 0.0 0.033 0.0 89.6 0.0 0.0 0.0 10.4 0.0 0.0 0.0 0.0 0.0 0.034 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Potential MitigationTreatment Wetlands
Stormwater inflow
Stormwater outflow
Treatment Wetland
Detention Pond
Basic Schematic of Wetland SystemWatershed #8, Greenwood Park
Potential MitigationBioretention
Image courtesy of Ole Christensen
Potential MitigationGreen concrete alternatives
GCA 4-8”
Natural Substrate
Aggregate Base 1 (1-2”)
Aggregate Base 2 (+6”)
Surface Runoff Interception
Direct Rainfall Interception
Next steps • Prioritize delineated watersheds according to mitigation needs• Collect data necessary for hydrologic modeling
• Precipitation• local, high-resolution
• Outfall discharge• Key outfalls
• Soil Characteristics• Field verification
• Continued water quality monitoring• Build and calibrate watershed model
• Greenwood Park given priority• Assess mitigation measures feasibility using model simulations
• Restructure and reassess mitigation designs if needed• Implement mitigation measures• Continue monitoring
Conclusions/ Questions?