Table of Contents
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Download Complete Beal Slough Basin Stormwater Master Plan (18.9 M Zip)
- Cover Page (320 K)
- Title Page (20 K)
- Table of Contents (31 K)
Executive Summary (695 K)
Section I - Basin Evaluation (3.39 M)
- Planning Area Description
- Hydrology
- Hydraulics
- Water Quality
- Stream Segment Evaluation
- Evaluation Summary
Section II - Master Plan (7.75 M)
Bibliography (30 K)
Appendices
- Appendix A - Master Plan Conditions Runoff Summary for 2-year, 10-year, and 100-year Frequency Events (514 K)
- Appendix B - Figures VI-1 through VI-11 from the Interim Basin Report (4.1 M)
- Appendix C - Comparison of Lincoln Stormwater Quality Data with National Urban & Denver Metropolitan Data (528 K)
- Appendix D - Biological Assessment of Beal Slough (2.06 M)
- Appendix E - Minor Storm Drain System Analysis (405 K)
Tables
Executive Summary
- ES-1 Subarea Target Peak Flow Rates for 2-, 10-, and 100-year Storms (19 K)
- ES-2a Target Peak Flow Rates at Selected Locations on the Mainstem (25 K)
- ES-2b Target Peak Flow Rates at Selected Locations on the Mainstem (23 K)
- ES-3 Preliminary Opinion of Approximate Cost for Major Capital Components (25 K)
Section I - Basin Evaluation
- I-1 Hydrologic Parameters of the Basin (18 K)
- I-2 Summary of 1997 Land Use in the Beal Slough Watershed (19 K)
- I-3 Development in the Watershed (17 K)
- I-4 Comparison of Soil Associations Found in the Watershed (22 K)
- I-5 Soil Legend and Hydrologic Soil Group (24 K)
- I-6 Pond Characteristics (22 K)
- I-7 Beal Slough Historic Storm Distribution (21 K)
- I-8 Beal Slough 24-hour Type II Storm Distribution (23 K)
- I-9 Drainage Subbasin Characteristics (35 K)
- I-10 100-year Peak Flow Rate Comparison of 1997 to FIS Values (23 K)
- I-11 Annual Pollutant Loads Estimated from 1992 Monitoring Results (19 K)
- I-12 Inventory of Industrial Facilities (22 K)
- I-13 Monitoring Site Description (19 K)
- I-14 Results of Chemical Analysis (45 K)
- I-15 Comparison of Beal Slough Sampled Data to NURP Data (20 K)
- I-16a Comparison of Bridge Capacity Mainstem Channel (23 K)
- I-16b Comparison of Bridge Capacity Tributary Channels (20 K)
- I-17a Comparison of Stream Reach Capacity Mainstem Channel (23 K)
- I-17b Comparison of Stream Reach Capacity Tributary Channels (23 K)
- I-18 Visual HEC-1 Reach and HEC-RAS Cross-section Labeling Key (24 K)
Section II - Master Plan
- MP-1 Target Peak Flow Rates at Selected Locations on the Mainstem (24 K)
- MP-2 Target Peak Flow Rates at Selected Locations on the Tributaries (23 K)
- MP-3 Subarea Target Peak Flow Rates for 2-, 10-, and 100-year Storms (19 K)
- MP-4 2-year Peak Flow Rate Comparison of 1997 Conditions to Master Plan Conditions (20 K)
- MP-5 Preliminary Opinion of Approximate Cost for Major Capital Components (25 K)
Figures
Executive Summary
- ES-1 Pattern of Development Map (246 K)
- ES-2 Basin Map (232 K)
- ES-3 Growth in Peak Flow Rates (50 K)
- ES-4 Master Plan Major Capital Cost Components (93 K)
- ES-5 Master Plan Improvement in Peak Flow Rates (52 K)
Section 1 - Basin Evaluation
- I-1 Locator Map (162 K)
- I-2 Basin Map (249 K)
- I-3 Land Use
- I-4 Future Land Use
- I-5 Existing Soil Types (396 K)
- I-6 SCS Hydrologic Soil Groups (344 K)
- I-7 Visual HEC-1 Schematic of Beal Slough Master Plan Model (36 K)
- I-8 1997 Land Use Map (237 K)
- I-9 Future Hydrologic Conditions (237 K)
- I-10 NPDES Stormwater Monitoring Site Location Map (69 K)
- I-11 Photographic Key Map (67 K)
- I-12 Channel Cross-section Comparison Between FIS 1978 and 1998 Channel (50 K)
Section II - Master Plan
- MP-1 Master Plan - Major Capital Cost Components (94 K)
- MP-2 Master Plan Improvements in Peak Flow Rates (52 K)
- MP-3 Stream Segment Figure Key Map (61 K)
- SG1-PC Stream Segment 1 Components - Salt Creek to 14th Street
- SG1-FP Stream Segment 1 Plan and Profile - Salt Creek to 14th Street (204 K)
- SG1-CD1 Stream Segment 1 & 2 - Tieback Levee Concepts (215 K)
- SG2-PC Stream Segment 2 Components - 14th Street to 27th Street (215 K)
- SG2-FP Stream Segment 2 Plan and Profile - 14th Street to 27th Street (188 K)
- SG2-CD1 Stream Segment 2 - Channel Concepts (219 K)
- SG2-CD2 Stream Segment 2 - Water Quality Wetlands Concept (31 K)
- SG3-PC Stream Segment 3 Components - 27th Street to (3800E) Highway 2 (180 K)
- SG3-FP Stream Segment 3 Plan and Profile - 27th Street to (3800E) Highway 2 (196 K)
- SG3-CD1 Stream Segment 3 - Tierra Park Off-channel Storage Facility near Tierra Drive Concepts (402 K)
- SG3-CD2 Stream Segment 3 - Concept Off-Channel Storage Facility near 38th Street (644 K)
- SG3-CD3 Stream Segment 3 - Storage Concept Sections (47 K)
- SG3-CD4 Stream Segment 3 - Channel Stability Concept (27 K)
- SG4-PC Stream Segment 4 Components - (3800E) Highway 2 to (5200E) Highway 2 (207 K)
- SG4-FP Stream Segment 4 Plan and Profile - (3800E) Highway 2 to (5200E) Highway 2 (186 K)
- SG4-CD1 Stream Segment 4 - Concepts (317 K)
- SG5-PC Stream Segment 5 Components - (5200E) Highway 2 to Old Cheney Road (89 K)
- SG5-FP Stream Segment 5 Plan and Profile - (5200E) Highway 2 to Old Cheney Road (93 K)
- SG6-PC Stream Segment 6 Components - Old Cheney Road to Pine Lake Road (157 K)
- SG6-FP Stream Segment 6 Plan and Profile - Old Cheney Road to Pine Lake Road (222 K)
- SG7-PC Stream Segment 7 Components - Pine Lake Road to 70th Street (139 K)
- SG7-FP Stream Segment 7 Plan and Profile - Pine Lake Road to 70th Street (162 K)
- SG7-CD1 Stream Segment 7 - Training Dike Concept (296 K)
- SG8-PC Stream Segment 8 Components - 70th Street to 84th Street (231 K)
- SG8-FP Stream Segment 8 Plan and Profile - 70th Street to 84th Street (133 K)
- SG9-PC Stream Segment 16 Components -70th Street Tributary (143 K)
- SG9-FP Stream Segment 16 Plan and Profile - 70th Street Tributary (109 K)
- SG10-PC Stream Segment 15 Components - Pine Lake Tributary (153 K)
- SG10-FP Stream Segment 15 Plan and Profile - Pine Lake Tributary (139 K)
- SG11-PC Stream Segment 14 Components - Highway 2 to 56th Street Tributary (247 K)
- SG11-FP Stream Segment 14 Plan and Profile - Highway 2 to 56th Street Tributary (158 K)
- SG12-PC Stream Segment 13 Components - Highway 2 to 56th Street Tributary (117 K)
- SG12-FP Stream Segment 13 Plan and Profile - Highway 2 to 56th Street Tributary (102 K)
- SG13-PC Stream Segment 9 Components - Tierra Branch, Beal Slough to 34th Street Tributary (245 K)
- SG13-FP Stream Segment 9 Plan and Profile - Tierra Branch, Beal Slough to 34th Street Tributary (215 K)
- SG14-PC Stream Segment 11 Components - Tierra Branch, 34th Street to Pine Lake Road Tributary (249 K)
- SG14-FP Stream Segment 11 Plan and Profile - Tierra Branch, 34th Street to Pine Lake Road Tributary (214 K)
- SG15-PC Stream Segment 10 Components - Tierra Branch, Tributary (241 K)
- SG15-FP Stream Segment 10 Plan and Profile - Tierra Branch, Tributary (186 K)
- SG16-PC Stream Segment 12 Components - King Arthur Court Tributary (183 K)
- SG16-FP Stream Segment 12 Plan and Profile - King Arthur Court Tributary (156 K)
