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
Open
Search
Menu
City Information
City Council
Council Members
Minutes & Agendas
Past Minutes & Agendas
Common Minutes & Agendas
Directors Minutes & Agendas
Frequently Asked Questions
Submit a Comment
Mayor's Office
Mayoral Event and Proclamation Requests
City Communications
American Rescue Plan
State of the City 2025
Lincoln Wrapped 2025
LINCOLN LOGS
Departments
Aging Partners
City Attorney's Office
Finance
Lincoln Fire & Rescue
Health Department
Human Resources
Information Services
Lincoln City Libraries
Parks and Recreation
Planning and Development Services
Police
Transportation and Utilities
Urban Development
News
Boards & Commissions
Contact Us
Payments & Services
Online Payments
GIS and Maps
Open Data
Permits
Transit & Parking
Event Parking
Parking Cards
Parking Citations
Park & Go
StarTran Bus Service
Community & Activities
Venues
Events listing
My Neighborhood
Business & Development
Planning and Development Services
Search
Home
/
City Information
/
Departments
/
Transportation and Utilities
/
Utilities
/
Watershed Management
/
Watershed Management Studies
/
Comprehensive Watershed Master Plan
/
Archive
/
Beal Slough Stormwater Management Plan
Beal Slough Stormwater Management Plan
May 2000
Documents in PDF format.
Download Complete Report
(18.5 M Zipped PDF)
expand all
collapse all
Cover and Table of Contents
(348 K)
Executive Summary
(693 K)
Section I – Basin Evaluation
(3.37 M)
Planning Area Description
Hydrology
Hydraulics
Water Quality
Stream Segment Evaluation
Evaluation Summary
Section II – Master Plan
(7.74 M)
Plan Formulation
Issues Addressed
Proposed Master Plan
Minor System Improvements
Opinions of Probable Cost
Stormwater Management Plan Implementation
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
ES-2a Target Peak Flow Rates at Selected Locations on the Mainstem
ES-2b Target Peak Flow Rates at Selected Locations on the Mainstem
ES-3 Preliminary Opinion of Approximate Cost for Major Capital Components
Section I – Basin Evaluation
I-1 Hydrologic Parameters of the Basin
I-2 Summary of 1997 Land Use in the Beal Slough Watershed
I-3 Development in the Watershed
I-4 Comparison of Soil Associations Found in the Watershed
I-5 Soil Legend and Hydrologic Soil Group
I-6 Pond Characteristics
I-7 Beal Slough Historic Storm Distribution
I-8 Beal Slough 24-hour Type II Storm Distribution
I-9 Drainage Subbasin Characteristics
I-10 100-year Peak Flow Rate Comparison of 1997 to FIS Values
I-11 Annual Pollutant Loads Estimated from 1992 Monitoring Results
I-12 Inventory of Industrial Facilities
I-13 Monitoring Site Description
I-14 Results of Chemical Analysis
I-15 Comparison of Beal Slough Sampled Data to NURP Data
I-16a Comparison of Bridge Capacity Mainstem Channel
I-16b Comparison of Bridge Capacity Tributary Channels
I-17a Comparison of Stream Reach Capacity Mainstem Channel
I-17b Comparison of Stream Reach Capacity Tributary Channels
I-18 Visual HEC-1 Reach and HEC-RAS Cross-section Labeling Key
Section II – Master Plan
MP-1 Target Peak Flow Rates at Selected Locations on the Mainstem
MP-2 Target Peak Flow Rates at Selected Locations on the Tributaries
MP-3 Subarea Target Peak Flow Rates for 2-, 10-, and 100-year Storms
MP-4 2-year Peak Flow Rate Comparison of 1997 Conditions to Master Plan Conditions
MP-5 Preliminary Opinion of Approximate Cost for Major Capital Components
Figures
Executive Summary
ES-1 Pattern of Development Map
ES-2 Basin Map
ES-3 Growth in Peak Flow Rates
ES-4 Master Plan Major Capital Cost Components
ES-5 Master Plan Improvement in Peak Flow Rates
Section I – Basin Evaluation
I-1 Locator Map
I-2 Basin Map
I-3 Land Use
I-4 Future Land Use
I-5 Existing Soil Types
I-6 SCS Hydrologic Soil Groups
I-7 Visual HEC-1 Schematic of Beal Slough Master Plan Model
I-8 1997 Land Use Map
I-9 Future Hydrologic Conditions
I-10 NPDES Stormwater Monitoring Site Location Map
I-11 Photographic Key Map
I-12 Channel Cross-section Comparison Between FIS 1978 and 1998 Channel
Section II – Master Plan
MP-1 Master Plan - Major Capital Cost Components
MP-2 Master Plan Improvements in Peak Flow Rates
MP-3 Stream Segment Figure Key Map
SG1-PC Stream Segment 1 Components - Salt Creek to 14th Street
SG1-FP Stream Segment 1 Plan and Profile - Salt Creek to 14th Street
SG1-CD1 Stream Segment 1 & 2 - Tieback Levee Concepts
SG2-PC Stream Segment 2 Components - 14th Street to 27th Street
SG2-FP Stream Segment 2 Plan and Profile - 14th Street to 27th Street
SG2-CD1 Stream Segment 2 - Channel Concepts
SG2-CD2 Stream Segment 2 - Water Quality Wetlands Concept
SG3-PC Stream Segment 3 Components - 27th Street to (3800E) Highway 2
SG3-FP Stream Segment 3 Plan and Profile - 27th Street to (3800E) Highway 2
SG3-CD1 Stream Segment 3 - Tierra Park Off-channel Storage Facility near Tierra Drive Concepts
SG3-CD2 Stream Segment 3 - Concept Off-Channel Storage Facility near 38th Street
SG3-CD3 Stream Segment 3 - Storage Concept Sections
SG3-CD4 Stream Segment 3 - Channel Stability Concept
SG4-PC Stream Segment 4 Components - (3800E) Highway 2 to (5200E) Highway 2
SG4-FP Stream Segment 4 Plan and Profile - (3800E) Highway 2 to (5200E) Highway 2
SG4-CD1 Stream Segment 4 - Concepts
SG5-PC Stream Segment 5 Components - (5200E) Highway 2 to Old Cheney Road
SG5-FP Stream Segment 5 Plan and Profile - (5200E) Highway 2 to Old Cheney Road
SG6-PC Stream Segment 6 Components - Old Cheney Road to Pine Lake Road
SG6-FP Stream Segment 6 Plan and Profile - Old Cheney Road to Pine Lake Road
SG7-PC Stream Segment 7 Components - Pine Lake Road to 70th Street
SG7-FP Stream Segment 7 Plan and Profile - Pine Lake Road to 70th Street
SG7-CD1 Stream Segment 7 - Training Dike Concept
SG8-PC Stream Segment 8 Components - 70th Street to 84th Street
SG8-FP Stream Segment 8 Plan and Profile - 70th Street to 84th Street
SG9-PC Stream Segment 16 Components -70th Street Tributary
SG9-FP Stream Segment 16 Plan and Profile - 70th Street Tributary
SG10-PC Stream Segment 15 Components - Pine Lake Tributary
SG10-FP Stream Segment 15 Plan and Profile - Pine Lake Tributary
SG11-PC Stream Segment 14 Components - Highway 2 to 56th Street Tributary
SG11-FP Stream Segment 14 Plan and Profile - Highway 2 to 56th Street Tributary
SG12-PC Stream Segment 13 Components - Highway 2 to 56th Street Tributary
SG12-FP Stream Segment 13 Plan and Profile - Highway 2 to 56th Street Tributary
SG13-PC Stream Segment 9 Components - Tierra Branch, Beal Slough to 34th Street Tributary
SG13-FP Stream Segment 9 Plan and Profile - Tierra Branch, Beal Slough to 34th Street Tributary
SG14-PC Stream Segment 11 Components - Tierra Branch, 34th Street to Pine Lake Road Tributary
SG14-FP Stream Segment 11 Plan and Profile - Tierra Branch, 34th Street to Pine Lake Road Tributary
SG15-PC Stream Segment 10 Components - Tierra Branch, Tributary
SG15-FP Stream Segment 10 Plan and Profile - Tierra Branch, Tributary
SG16-PC Stream Segment 12 Components - King Arthur Court Tributary
SG16-FP Stream Segment 12 Plan and Profile - King Arthur Court Tributary
Back to top