Haines Branch Watershed Master Plan
January 2015
Documents in PDF format. 
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Cover and Table of Contents (401 K)
Executive Summary (1.11 M)
Section 1 – Introduction and Purpose (1.27 M)
Section 4 - Water Quality (936 K)
Section 6 - Special Areas (800 K)
Section 7 – Capital Improvement Projects (6.48 M)
Section 8 - Implementation (22 K)
Appendices
- Appendix A - Digital Deliverables (17 K)
- Appendix B - Public Participation Materials (Summary Documents, Attendance Lists, Minutes, Watershed News) (11.1 M)
- Appendix C - Hydrologic Model Input Data and Results (234 K)
- Appendix D - Water Quality Sampling Data (54 K)
- Appendix E - Fundamentals of Fluvial Geomorphology (666 K)
- Appendix F - Channel Condition Scoring Matrix and Channel Condition Data (411 K)
- Appendix G - Dominant Process Indicators and Reach Summary Data Sheets (368 K)
- Appendix H - Capital Improvement Project Prioritization Ranking Worksheets (262 K)
- Appendix I - Capital Improvement Project Cost Worksheets (154 K)
Figures
- ES-1 Status of Watershed Master Plans
- ES-2 Study Area Map
- ES-3 CIP Locations
- 1-1 Status of Basin Plans Map
- 1-2 Watershed Map
- 1-3 Study Area Map
- 2-1 Hydrology Study Areas
- 2-2 Water Quality Sampling Sites
- 2-3 Haines Branch Study Reaches
- 3-1 Subbasin Boundaries
- 3-2 Existing Land Use
- 3-3 Hydrologic Soil Groups
- 3-4 Watershed Culvert Analysis
- 4-1 Water Quality Sampling Sites
- 4-2 Geometric Mean of Sodium-Adsorption Ratio
- 4-3 Total Suspended Solid Concentrations Increase
- 4-4 E. coli Concentrations Increase
- 4-5 Total Phosphorus Concentrations
- 4-6 Atrazine Concentrations Increase
- 5-1 Channel Evolution Stages
- 5-2 Study Reaches
- 5-3 Channel Condition Scores
- 5-4 Stream Channel Dominant Process
- 6-1 Special Areas Map 1
- 6-2 Special Areas Map 2
- 7-1 Rock Grade Control Structure Detail
- 7-2 Bank Stabilization Structure Detail
- 7-3 Stilling Basin Structure Detail
- 7-4 Watershed CIP Locations
- 7-5 Debris jam knickpoint
- 7-6 Conceptual Layout of HB-1
- 7-7 High Bank from erosion
- 7-8 Conceptual Layout of HB-2
- 7-9 Knickpoint at tributary
- 7-10 Conceptual Layout of HB-3
- 7-11 Knickpoint
- 7-12 Conceptual Layout of HB-4
- 7-13 Knickpoint
- 7-14 Conceptual Layout of HB-5
- 7-15 Knickpoint
- 7-16 Conceptual Layout of HB-6
- 7-17 Knickpoint
- 7-18 Conceptual Layout of HB-7
- 7-19 Knickpoint
- 7-20 Conceptual Layout of HB-8
- 7-21 Incising Channel
- 7-22 Conceptual Layout of HB-9
- 7-23 4 Foot Knickzone
- 7-24 Conceptual Layout of HB-10
- 7-25 Other & Private Projects
- 7-26 SW 84th St Bridge over Channel
- 7-27 HB Other-1 Project Location
- 7-28 Trail by Bank
- 7-29 HB Other-2 Project Location
- 7-30 W Claire Ave Culvert (O125)
- 7-31 HB Other-3 Project Location
- 7-32 W Denton Rd Culvert (N129)
- 7-33 HB Other-4 Project Location
- 7-34 HB Other-5 Project Location
- 7-35 Pipe in channel
- 7-36 HB Private-1 Project Location
- 7-37 Utility Pole
- 7-38 HB Private-2 Project Location
- 7-39 Structure on top of bank
- 7-40 HB Private-3 Project Location
- 7-41 Structure on top of bank
- 7-42 HB Private-4 Project Location
- 7-43 Utility Pole
- 7-44 HB Private-5 Project Location
Tables
- ES-1 Project Priority, Rank and Cost
- 1.1 Watershed Characteristics
- 1.2 Study Area Characteristics
- 3.1 Rainfall Depths
- 3.2 Lookup table
- 3.3 Peak Flow Rates
- 3.4 Culvert Overtopping Analysis
- 4.1 Analytes Evaluated For Each Sample
- 4.2 Geometric Means of Selected Analytes
- 5.1 Average Field Score Per Channel Condition Rating Category
- 5.2 Number of GOOD, FAIR and POOR Field Scores
- 7.1 Project Priority, Rand and Cost