opens in new tab or window
Skip to main content
Quick Links
UPLNK
LNKTV City
Facebook
X
Instagram
English
Select this as your preferred language
Select a language to translate to
English
Select this as your preferred language
City of Lincoln - Home - Logo
Open
Search
Menu
City Information
Sub-menu
City Council
Sub-menu
Council Members
Minutes & Agendas
Past Minutes & Agendas
Common Minutes & Agendas
Directors Minutes & Agendas
Frequently Asked Questions
Submit a Comment
Mayor's Office
Sub-menu
Mayoral Event and Proclamation Requests
City Communications
American Rescue Plan
State of the City 2023
Lincoln Wrapped 2023: Reflecting on Lincoln’s Greatest Hits
Departments
Sub-menu
Aging Partners
Building and Safety
City Attorney's Office
Finance
Lincoln Fire & Rescue
Health Department
Human Resources Department
Lincoln City Libraries
Parks and Recreation
Planning Department
Police
Transportation and Utilities
Urban Development
News
Boards & Commissions
Contact Us
Payments & Services
Sub-menu
Online Payments
GIS and Maps
Open Data
Permits
Transit & Parking
Sub-menu
Event Parking
Parking Cards
Parking Citations
Park & Go
StarTran Bus Service
Community & Activities
Sub-menu
Venues
Events listing
My Neighborhood
Business & Development
Search
You Are Here :
Home
/
City Information
/
Departments
/
Transportation and Utilities
/
Utilities
/
Watershed Management
/
Watershed Management Studies
/
Comprehensive Watershed Master Plan
/
Archive
/
Haines Branch Watershed Master Plan
Haines Branch Watershed Master Plan
January 2015
Documents in PDF format.
Download Complete Report
(3.1 M Zip PDF)
expand all
collapse all
Cover and Table of Contents
(401 K)
Executive Summary
(1.11 M)
Section 1 – Introduction and Purpose
(1.27 M)
1.1 Introduction
1.2 Watershed Characteristics
1.3 Study Area Characteristics
1.4 Goals and Objectives
1.5 Public Participation Process
1.5.1 Open House Events
1.5.2 Website and Newsletter
Section 2 – Inventory and Methodology
(559 K)
2.1 Watershed Inventory
2.2 Study Methodology
2.2.1 Hydrologic Modeling
2.2.2 Water Quality Investigation
2.2.3 Geomorphic Field Investigation
2.2.4 Special Areas Consideration
Section 3 – Hydrologic Model Development
(1.12 M)
3.1 Introduction
3.2 Methodology
3.2.1 Sub-basin Delineation
3.2.2 Rainfall
3.2.3 Runoff Volume
3.2.4 Runoff Hydrographs
3.3 Modeling Results
3.4 Culvert Analysis
3.4.1 Flowrates
3.4.2 Culvert Identification
3.4.3 HY-8 Analysis
3.4.4 Results
Section 4 - Water Quality
(936 K)
4.1 Introduction
4.2 Methodology
4.2.1 Sampling Protocol
4.2.2 Analytical Procedures
4.3 Results
4.3.1 Applicability to Water-Quality Criteria
4.3.2 Naturally Elevated Specific Conductance and Sodium
4.3.3 Runoff Characteristics
4.3.3.1 Total Suspended Solids
4.3.3.2 Bacteria
4.3.3.3 Total Phosphorus
4.3.3.4 Atrazine
4.4 Managing Stormwater Quality
Section 5 - Geomorphic Evaluation
(465 K)
5.1 Introduction
5.2 Methodology
5.3 Results
5.4 Stream Recommendations
Section 6 - Special Areas
(800 K)
6.1 Introduction
6.2 Methodology
6.3 Evaluation Results
6.4 Special Area Recommendations
Section 7 – Capital Improvement Projects
(6.48 M)
7.1 Introduction
7.2 Problem Identification
7.3 Evaluation Approach
7.3.1 Stream Erosion Evaluation
7.3.2 Water Quality Considerations
7.3.3 Special Areas Considerations
7.3.4 Capital Improvement Project Types
7.4 Capital Improvement Projects
7.4.1 Project HB-1
7.4.2 Project HB-2
7.4.3 Project HB-3
7.4.4 Project HB-4
7.4.5 Project HB-5
7.4.6 Project HB-6
7.4.7 Project HB-7
7.4.8 Project HB-8
7.4.9 Project HB-9
7.4.10 Project HB-10
7.5 Prioritization
7.6 Other Improvement Recommendations
7.6.1 Project HB Other-1
7.6.2 Project HB Other-2
7.6.3 Project HB Other-3
7.6.4 Project HB Other-4
7.6.5 Project HB Other-5
7.6.6 Project HB Private-1
7.6.7 Project HB Private-2
7.6.8 Project HB Private-3
7.6.9 Project HB Private-4
7.6.10 Project HB Private-5
Section 8 - Implementation
(22 K)
8.1 Introduction
8.2 Capital Improvement Project Implementation
8.3 Education Program
8.4 Project Funding
8.5 Coordination Efforts
8.6 Additional Studies
Section 9 - Glossary of Terms and References
(60 K)
9.1 Glossary of Terms
9.2 References
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
Back to top