Swift Creek Sediment Management Action Plan (SCSMAP)

Similar documents
Swift Creek Sediment Management Action Plan (SCSMAP)

Opportunities to Improve Ecological Functions of Floodplains and Reduce Flood Risk along Major Rivers in the Puget Sound Basin

WELCOME Lake Wabukayne OPEN HOUSE

Solutions to Flooding on Pescadero Creek Road

Crows Landing Naval Base Easement

STREUVER FIDELCO CAPPELLI, LLC YONKERS DOWNTOWN DEVELOPMENT PHASE 1. DRAFT ENVIRONMENTAL IMPACT STATEMENT For: PALISADES POINT

White River Update. Jeanne Stypula, Supervising Engineer. Advisory Committee Meeting April 26, 2016

3.11 Floodplains Existing Conditions

Why Geomorphology for Fish Passage

Wetland & Floodplain Functional Assessments and Mapping To Protect and Restore Riverine Systems in Vermont. Mike Kline and Laura Lapierre Vermont DEC

Continuing Education Associated with Maintaining CPESC and CESSWI Certification

The last three sections of the main body of this report consist of:

Fluvial Erosion Impacts on Infrastructure Along Indiana Rivers and Streams

Carbon Sequestration Potential from Coastal Wetlands Restoration Sites

Subcommittee on Sedimentation Draft Sediment Analysis Guidelines for Dam Removal

Chapter Five. Synopsis

Illinois State Water Survey Division

Influence of the Major Drainages to the Mississippi River and Implications for System Level Management

When Creek Meets Valley Wall: Prioritizing Erosion Mitigation alongside the Oshawa Landfill

RAILWAYS AND FISH: HOW TO PROTECT AND ENHANCE FISH HABITAT VALUES AT STREAM CROSSINGS THROUGH PROJECT DESIGN AND CONSTRUCTION

Catastrophic Events Impact on Ecosystems

FOR PROJECTS INITIATED AFTER NOVEMBER 1, 2008 ITEM 716 EMBANKMENT EARTH OUTLET SEDIMENT TRAP

Planning for the Future of Humboldt Bay: Sea Level Rise, Sediment Management, Sand Spits and Salt Marshes. Joel Gerwein

Columbia Estuary Province

Upper Truckee River Restoration Lake Tahoe, California Presented by Brendan Belby Sacramento, California

Stream Simulation: A Simple Example

EAGLES NEST AND PIASA ISLANDS

Use of Bioengineering Techniques for Revegetation of Riparian Areas: Colomac Mine Remediation Project, NWT

Fish Passage Studies III: Sediment Redistribution and Impact Analysis: Springborn Dam - Enfield, Connecticut

Simulating the groundwater discharge to wetlands. Mukwonago Basin Example and Potential Application in Dane County

Science of Natural Disasters: RIVERS& FLOODS! 27 April 2016

June 2018 Sediments and Dredging at GBR Ports

Hydraulic Impacts of Limestone Quarries and Gravel Pits. Jeff Green Minnesota DNR-Division of Ecological & Water Resources

Groundwater Monitoring & Aggregate Operations in the Villeneuve-Calahoo Area. William Gowdy, BSc. P.Geo

Appendix C Fluvial Flood Hazards

Technical Memorandum No

Converse Consultants Geotechnical Engineering, Environmental & Groundwater Science, Inspection & Testing Services

Materials. Use materials meeting the following.

24.0 Mineral Extraction

Lower Snake River Programmatic Sediment Management Plan Final Environmental Impact Statement

GENERAL SUMMARY BIG WOOD RIVER GEOMORPHIC ASSESSMENT BLAINE COUNTY, IDAHO

Four Mile Run Levee Corridor Stream Restoration

Sediment Trap. At multiple locations within the project site where sediment control is needed.

Sediment Traps. CAG Meeting May 21, 2012

Stream Restoration and Environmental River Mechanics. Objectives. Pierre Y. Julien. 1. Peligre Dam in Haiti (deforestation)

Provincial Standards for Early Exploration

Stream Geomorphology. Leslie A. Morrissey UVM July 25, 2012

Lower 8.3 Miles of the Lower Passaic River Operable Unit 2 Presentation to the Passaic River Community Advisory Group.

In-channel coarse sediment trap Best Management Practice

UGRC 144 Science and Technology in Our Lives/Geohazards

Black Gore Creek Sediment Source Monitoring and TMDL Sediment Budget

THE MINISTRY OF ENERGY AND ENERGY INDUSTRIES MINERALS DIVISION MINE DESIGN TEMPLATE OPERATOR NAME: OPERATOR ADDRESS: PHONE NUMBER: FACSIMILE:

Working with Natural Stream Systems

Orica Australia Pty Ltd Ammonium Nitrate Facility Upgrade

HISTORY OF CONSTRUCTION FOR EXISTING CCR SURFACE IMPOUNDMENT PLANT GADSDEN ASH POND 40 CFR (c)(1)(i)-(xii)

Griswold Creek August 22, 2013

Suitable Applications Sediment traps should be considered for use:

Use of benthic invertebrate biological indicators in evaluating sediment deposition impairment on the Middle Truckee River, California

SCOPE OF PRESENTATION STREAM DYNAMICS, CHANNEL RESTORATION PLANS, & SEDIMENT TRANSPORT ANALYSES IN RELATION TO RESTORATION PLANS

Black Gore Creek 2013 Sediment Source Monitoring and TMDL Sediment Budget

Assessment of Lake Forest Lake Sediment Trapping Efficiency and Capacity. Marlon R. Cook Groundwater Assessment Program Geological Survey of Alabama

Highland Lake Bathymetric Survey

FOREST RESEARCH INSTITUTE, DEHRADUN

CR AAO Bridge. Dead River Flood & Natural Channel Design. Mitch Koetje Water Resources Division UP District

Rock & Aggregate Drop Inlet Protection

Feasibility Study for Potential Removal of McLane & Goldman Dams Souhegan River, Milford, NH. Public Kick-off Meeting

Appendix K.2: Sediment Management Excerpt from South Orange County Hydromodification Management Plan

What is a watershed or landscape perspective?

Chippewa County Natural Hazards Mitigation Plan

Pequabuck River Flooding Study and Flood Mitigation Plan The City of Bristol and Towns of Plainville and Plymouth, CT

PHASE 1 STUDIES UPDATE EROSION WORKING GROUP

Heather Schlosser Army Corps of Engineers Coastal Studies Group August 28, 2008

River Restoration and Rehabilitation. Pierre Y. Julien

Chapter 7 Mudflow Analysis

Long-Distance Pumping and Opportunities for Engineering with Nature

9/12/2014 O V E RV I E W

Hydraulic and Sediment Transport Modeling Strategy

The River Restoration Centre therrc.co.uk. Understanding Fluvial Processes: supporting River Restoration. Dr Jenny Mant

6.11 Naas River Management Unit

AASHTO Extreme Weather Events Symposium Vermont s Road and Rivers - Managing for the Future

Assessment. Assessment

Betsy Stevenson and Allison Mohrs (Skagit County Planning and Development Services) Jenny Baker, The Nature Conservancy

Gully Erosion Part 1 GULLY EROSION AND ITS CAUSES. Introduction. The mechanics of gully erosion

Tom Blackman Project Lead. Mékell Mikell Communications Representative

Strategies for managing sediment in dams. Iwona Conlan Consultant to IKMP, MRCS

Conceptual Model of Stream Flow Processes for the Russian River Watershed. Chris Farrar

APPENDIX E. GEOMORPHOLOGICAL MONTORING REPORT Prepared by Steve Vrooman, Keystone Restoration Ecology September 2013

CHAPTER GEOLOGICALLY HAZARDOUS AREAS Applicability Regulations.

MEMORANDUM. REVISED Options for Landslide Regulations: Setbacks and Slope Height

Fluvial Driven Alluvial Fans

Best Management Practices for Coldwater Fisheries Enhancement and Restoration

SPECIFIC DEGRADATION AND RESERVOIR SEDIMENTATION. By Renee Vandermause & Chun-Yao Yang

Lower South Fork McKenzie River Floodplain Enhancement Project

Influence of Paleochannels on Seepage

Design and Construction

GTU. Shantilal Shah Engineering College, Bhavnagar

3/3/2013. The hydro cycle water returns from the sea. All "toilet to tap." Introduction to Environmental Geology, 5e

Technical Memorandum No Sediment Model

MEMORANDUM. Situation. David Ford Consulting Engineers, Inc J Street, Suite 200 Sacramento, CA Ph Fx

3.12 Geology and Topography Affected Environment

Transcription:

Swift Creek Sediment Management Action Plan (SCSMAP) PHASE 3 PROJECT PLAN PROPOSAL Whatcom County Public Works Department 322 N. Commercial Street, Suite 210 Bellingham, WA 98225 (360) 676-6692 June 2013 - DRAFT

SCSMAP Phase 3 Project Plan Proposal i Table of Contents Proposal for: SCSMAP Phase 3 Project Plan... 2 1.1 Safe Sediment Disposal Concept... 2 1.2 Safe Sediment Disposal Preliminary Benefits Analysis and Planning-Level Costs... 3 1.3 Safe Sediment Disposal Next Steps... 3 SCSMAP Phase 3 Project Plan Proposal i

SCSMAP Phase 3 Project Plan Proposal 2 Proposal for: SCSMAP Phase 3 Project Plan To meet challenges related to Swift Creek flooding, potential health risk, and potential for creek avulsion, Whatcom County has identified a set of strategies appropriate for implementation under the Swift Creek Sediment Management Action Plan (SCSMAP). The SCSMAP identified and prioritized problems within the watershed. Highest priority problems included potential avulsion in all reaches, potential for sediment deposition that could be considered a potential public health risk, and the need to plan for debris flow or outbreak flooding. In addition, Swift Creek overbank flooding or avulsion could significantly impact the Breckenridge Creek watershed, a watershed on which Whatcom County has worked to restore overall ecological health. The high priority strategies identified in the SCSMAP included: Development of debris deflection and setback levees Development of in-stream sediment traps Further exploration of sediment basins for trapping suspended sediment Maintenance and repair, including annual maintenance, channel conveyance, and large-scale maintenance and repair Slide stabilization in the form of a toe buttress. 1.1 Safe Sediment Disposal Concept Projects were identified for implementation in SCSMAP Phase 1 to address high priority strategies of the plan. Ongoing maintenance activities associated with sediment management structures developed under SCSMAP Phase 1 have prompted examination of SCSMAP strategy 4.2D, Safe Sediment Disposal. The safe sediment storage/repository concept includes identification of a site for constructing a permanent repository for Swift Creek sediment to reduce migration within the Swift Creek system and the potential for exposure. Safe sediment disposal, as described in the SCSMAP, includes identification of a sediment storage location (repository) in close proximity to Swift Creek. A sediment repository will be required to store sediment from the following: Swift Creek dredging between Goodwin Road and the confluence of the Sumas River to restore channel cross-sections Annual maintenance of in-stream sediment traps to be constructed in the Canyon Reach Sediment basin maintenance (assumed to once every 10 years). SCSMAP Phase 3 Project Plan Proposal 2

SCSMAP Phase 3 Project Plan Proposal 3 The identified repository would be expected to contain 1,000,000 yd 3 of Swift Creek-source sediment for a 10-year period. If a sufficiently large repository is identified, existing Swift Creek stockpiles may be removed and placed in the repository. The repository location would ideally be in close proximity to the sediment dredging area to reduce transportation costs. Whatcom County, in the period of development of the SCSMAP, examined gravel mine locations within a six mile radius of Swift Creek. An unused gravel pit or quarry would be advantageous for a sediment repository because of reduced site preparation costs, lack of disturbance of undeveloped/unimpacted land, and relatively low transportation costs. Once the repository reaches capacity, it would be closed in accordance with the appropriate federal, state and local requirements. The closure would be performed such that the final cover system could blend in with the natural topography. Implementation of this alternative would require obtaining a suitable repository site within proximity to the Swift Creek sediment removal location. While hauling and placing the material, visible dust emissions would need to be prevented with water/surfactant application and control of runoff. Requirements for a repository include a barrier fence and warning signs. 1.2 Safe Sediment Disposal Preliminary Benefits Analysis and Planning- Level Costs Benefits expected to be derived from safe and long term sediment disposal in a repository. Sediment would be removed from the Swift Creek system and prevented from re-entering the system, reducing potential asbestos exposure pathways. Additional stockpiles of dredged sediment would not be created. Strategy Projected Planning Level Cost 4.2D Safe Sediment Disposal Repository Identification (including purchase): $1,000,000 Annual Dredging, Transportation, PWAP Implementation, Monitoring: $2,170,000 1.3 Safe Sediment Disposal Next Steps Work completed on this strategy to date includes a cursory examination of possible off-site storage locations. This strategy would fully develop an off-site storage protocol for Swift Creek sediment storage, including a system for tracking all sediment removed from the Swift Creek area. A first step in implementing Strategy 4.2D includes development of locational criteria for off-site sediment storage that would consider transportation costs, proximity of residences, natural features such as adjacent wetlands or streams, and groundwater conditions. Refinement of the previous analysis of gravel mines within a reasonable distance of Swift Creek would be required. If a gravel mine within a reasonable transportation distance is not found to be a feasible option, additional sites will be considered. Once a site is selected based on identified criteria, property purchase would be required. SCSMAP Phase 3 Project Plan Proposal 3

SCSMAP Phase 3 Project Plan Proposal 4 After a site is selected and purchased, the following would be developed: Generalized monitoring criteria that would apply to all off-site storage locations and facilities. Sitespecific monitoring plans would also be required. Stabilization criteria for capping, planting, or other stabilization methodology. Capping and stabilization would be required to close the repository once it is full. An identified repository is expected to include a minimum 10 year life. SCSMAP Phase 3 Project Plan Proposal 4