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Southeast Upper Salt Creek Watershed Stormwater Master Plan
Southeast Upper Salt Creek Watershed Stormwater Master Plan
October 2003
Documents in PDF format.
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Cover and Table of Contents
(165 K)
Executive Summary
(42 K)
Section I - Basin Evaluation
(861 K)
Evaluation Summary
Purpose
Goals and Objectives
Land Use
Soils
Hydrology
Hydraulics
Stream Segment Evaluation
Section II - Master Plan
(850 K)
Master Plan Formulation
Stream Stability
Flood Hazard Reduction
Water Quality Improvement
Bridge and Culvert Improvements
Regional Stormwater Storage Facilities
Multi-purpose Use Potential
Funding
Concept Master Plan Alternatives
Recommendation
Appendices
Appendix A - Public Involvement Meetings
(1.09 M)
Appendix B - Constraints of Habitat and Channel Stability on the Development of Drainage Improvement Alternatives for the S-1, S-2/S-3 and Portion of S-5 Urban Planning Zones and the N-1, N-2, N-3, N-4, and N-5 Urban Planning Zones
(3.28 M)
Appendix C - HEC-1 Summary Printouts for 1-, 2-, 5-, 10-, 25-, 50-, 100-, and 500-year Storms for Existing, Built-out, and LLCCP Projected Land Use Conditions
(220 K)
Appendix D - HEC-1 Summary Printouts for 1-, 2-, 5-, 10-, 25-, 50-, 100-, and 500-year Storms for Concept Master Plan A and Concept Master Plan B
(114 K)
Figures
ES-1 Master Plan Major Capital Cost Components
(325 K)
I-i Flood Prone Area Map - Existing Conditions
(657 K)
Section I – Basin Evaluation
I-1 Area Map
(657 K)
I-2 Watershed Boundary Map
(422 K)
I-3 Existing Land Use and Zoning Map
(268 K)
I-4 2025 Future Land Use Plan
(222 K)
I-5 Soil Associations Map
(161 K)
I-6 Hydrologic Soil Groups
(1.16 M)
I-7 Hydrologic Parameters - Existing Conditions
(398 K)
I-8 HEC-1 Model Schematic
(89 K)
I-9 Hydrologic Parameters - Projected Conditions
(412 K)
I-10 Flood Prone Area Map - Existing Conditions
(647 K)
I-11A..o Plan View of Stream Segments 1 through 15
(2.46 M)
I-12A..o Flood Profiles Stream Segments 1 through 15
(1.35 M)
I-13 Flood Hazard - Existing Conditions
(686 K)
Section II – Master Plan
MP-1 Allowable Velocities
(850 K)
MP-2 Bank Stability Chart
(850 K)
MP-3 Channel Scour Threat - Floodplain Preserved
(1.07 M)
MP-4 Channel Scour Threat - Minimum Corridor Preserved
(1.08 M)
MP-5 Example Bioengineering Approaches
(850 K)
MP-6 Bioengineering Concept Alternatives
(850 K)
MP-7 Riprap Grade Check Structure
(850 K)
MP-8 Potential Preserved Existing 100-Year Floodplain
(1.24 M)
MP-9 Potential 400-Foot Flood Corridor
(1.23 M)
MP-10 Typical Constructed Wetland Cross-Section
(850 K)
MP-11 Potential Constructed Water Quality Wetland Locations
(1.23 M)
MP-12 Potential Public Bridge and Culvert Improvement Locations
(1.24 M)
MP-13 Typical Structure Cross-Sections
(33 K)
MP-14 Potential Regional Stormwater Storage Facility Locations
(1.23 M)
MP-15 Potential Site “A” Regional Detention Plan View
(1.98 M)
MP-16 Potential Site “B” Regional Detention Plan View
(1.94 M)
MP-17 Potential Stormwater Storage Facilities Sites S-201, S-202 & S-2AF
(2.03 M)
MP-18 Potential Stormwater Storage Facilities Sites S-5B & S-5E
(1.72 M)
MP-19 Potential Stormwater Storage Facility Typical Cross-Section
(48 K)
MP-20 Concept Master Plan A Potential Component Locations
(339 K)
MP-21 Concept Master Plan B Potential Component Locations
(334 K)
MP-22A..o Proposed Concept Master Plan Components Stream Segments 1 through 15
(1.91 M)
MP-23A..o Proposed 100-yr Water Surface Profiles Stream Segments 1 through 15
(2.59 M)
Tables
Executive Summary
ES-1 2-year Peak Flow Rate Values at Selected Locations
ES-2 10-year Peak Flow Rate Values at Selected Locations
ES-3 100-year Peak Flow Rate Values at Selected Locations
ES-4 SEUSC Master Plan Performance Matrix
Section I – Basin Evaluation
I-1 Summary of 2001 Land Use in the UPZ S-1, S-2/S-3, & Portion of S-5 Watershed
I-2a Development in the UPZ S-1 Watershed
I-2b Development in the UPZ S-2/S-3 Watershed
I-2c Development in Portion of UPZ S-5 Watershed
I-3 Comparison of Soil Associations Found in the Watershed
I-4 Soil Legend and Hydrologic Soil Group (HSG)
I-5a Hydrologic Parameters for UPZ S-1 in Southeast Upper Salt Creek Watershed
I-5b Hydrologic Parameters for UPZ S-2/S-3 in Southeast Upper Salt Creek Watershed
I-5c Hydrologic Parameters for Portion of UPZ S-5 in Southeast Upper Salt Creek Watershed
I-6 Pond Characteristics
I-7 Total 24-hour Precipitation
I-8a Existing Road Crossing Data Summary for UPZ S-1
I-8b Existing Road Crossing Data Summary for UPZ S-2/S-3
I-8c Existing Road Crossing Data Summary for Portion of UPZ S-5
I-9a Peak Flow Rate Values at Selected Locations on the Mainstem EXISTING CONDITIONS in UPZ S-1
I-9b Peak Flow Rate Values at Selected Locations on the Mainstem EXISTING CONDITIONS in UPZ S-2/S-3
I-9c Peak Flow Rate Values at Selected Locations on the Mainstem PROJECTED CONDITIONS in UPZ S-2/S-3
I-9d Peak Flow Rate Values at Selected Locations on the Mainstem EXISTING CONDITIONS in Portion of UPZ S-5
I-9e Peak Flow Rate Values at Selected Locations on the Mainstem PROJECTED CONDITIONS in Portion of UPZ S-5
I-10 2-year Peak Flow Rate Values at Selected Locations in UPZ S-2/S-3
I-11 10-year Peak Flow Rate Values at Selected Locations in UPZ S-2/S-3
I-12 100-year Peak Flow Rate Values at Selected Locations in UPZ S-2/S-3
I-13a 2-year Peak Flow Rate Values at Selected Locations in portion of UPZ S-5
I-13b 10-year Peak Flow Rate Values at Selected Locations in portion of UPZ S-5
I-13c 100-year Peak Flow Rate Values at Selected Locations in portion of UPZ S-5
I-14a Comparison of Road Crossing Capacity Mainstem Channel for UPZ S-1
I-14b Comparison of Road Crossing Capacity Mainstem Channel for UPZ S-2/S-3
I-14c Comparison of Road Crossing Capacity Tributary Channels for UPZ S-2/S-3
I-15 Future Conditions Peak Flow Rate Values at Selected Locations with Existing Conditions Geometry in UPZ S-2/S-3 & Portion of UPZ S-5
Section II – Master Plan
MP-1 Stormwater Master Plan Decision Matrix
MP-2 Stream Geomorphological Data
MP-3 Bioengineering Component Matrix
MP-4 Opinion of Probable Cost for Bioengineering Concept Alternatives
MP-5 2-Year Peak Flow Rate Values at Selected Locations
MP-6 10-Year Peak Flow Rate Values at Selected Locations
MP-7 100-Year Peak Flow Rate Values at Selected Locations
MP-8 Land Requirements for Floodplain Preservation Components
MP-9 Annual Flood Insurance Rates (2002)
MP-10 Selected Urban Pollutant Loading
MP-11 Average Annual Pollutant Removal Capability of Wetlands
MP-12a Approximate Pollutant Removal Performance of Constructed Wetland with 100-Year Existing Floodplain
MP-12b Approximate Pollutant Removal Performance of Constructed Wetland with 400-Foot Flood Corridor
MP-13 Comparison of Pollutant Removal Efficiency of Examples 1 and 2
MP-14a Opinion of Probable Costs for Constructed Water Quality Wetland FP
MP-14b Opinion of Probable Costs for Constructed Water Quality Wetland 400'
MP-15 Opinion of Probable Costs for Proposed Bridge and Culvert Improvements Mainstem and Tributaries
MP-16 Potential Stormwater Storage Facility Data
MP-17 2-Year Peak Flow Rate Values at Selected Locations
MP-18 10-Year Peak Flow Rate Values at Selected Locations
MP-19 100-Year Peak Flow Rate Values at Selected Locations
MP-20 2-Year Peak Flow Rate Values at Selected Locations
MP-21 10-Year Peak Flow Rate Values at Selected Locations
MP-22 100-Year Peak Flow Rate Values at Selected Locations
MP-23 SEUSC Master Plan Performance Matrix
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