Marysville Ring Levee


Protecting lives, infrastructure, and economic stability – the Marysville Ring Levee Project reduces flood risk for 12,700+ residents, major transportation routes, and critical regional services.



Project Overview

Problem & Need
The Yuba River Basin has experienced seven major floods since 1940, with catastrophic events in 1986 and 1997 causing damages of $95 million and $82.4 million, respectively. Despite past modifications to reduce flood risk, the City of Marysville remains vulnerable due to the region’s levee system. The Marysville Ring Levee (MRL) protects over 12,700 residents, 3,731 structures—including the region’s only level-3 trauma center at Rideout Memorial Hospital—and critical transportation infrastructure such as State Highways 70 and 20 and the Union Pacific Railroad. Without improvements, the levee system remains at risk of failure due to through- and under-seepage, threatening lives, property, and economic stability.
 
Project Scope
The Marysville Ring Levee project is a multi-phase effort to strengthen 7.6 miles of levee surrounding the city. The project includes constructing seepage cutoff walls and berms using open trench and deep soil mixing methods to meet the state’s 200-year urban flood risk requirement. The U.S. Army Corps of Engineers (USACE) Sacramento District is leading the project in partnership with the California Central Valley Flood Protection Board (CVFPB) and the Marysville Levee District (MLD). The estimated $92.5 million project is federally and state-funded, with California contributing $17 million as part of its broader levee system upgrades. Upon completion of each phase, USACE updates the levee’s Operations & Maintenance (O&M) Manual, and MLD assumes responsibility for ongoing maintenance.
 
Completed Construction
The Marysville Ring Levee project has been progressing in multiple phases, with significant milestones completed, including:
    • iconReach 1 and 3, Phase 1 – Open Trench Soil Bentonite Cutoff Wall (2014)
    • iconReach 3, Phase 2A North – Open Trench Soil Bentonite Cutoff Wall (2018)
    • iconReach 3, Phase 2A South – Deep Soil Mixing Soil Bentonite Cutoff Wall (2019)
    • iconReach 3, Highway 70 Gap – Seepage Berm (2024)
    • iconReach 3, Phase 2C – Deep Soil Mixing Soil Bentonite Cutoff Wall (2020)
    • iconReach 3, Phase 3 – Deep Soil Mixing Soil Bentonite Cutoff Wall (Segment C) & Open Trench (Segments A&B) (2022)
    • iconReach 3, Phase 4A – Seepage Berm (2017)
These upgrades have significantly enhanced the flood protection capabilities of Marysville, reducing risk and improving long-term resilience.
 
Current Status
The project is nearing full completion, with the final construction efforts underway:
    • iconReach 3, Phase 2B – Open Trench Soil Bentonite Cutoff Wall
      • icon95% complete – Regraded back to full height, with ancillary work in progress
The project is expected to meet and exceed the flood protection criteria set by the state, making Marysville one of the safest urban areas in California’s Central Valley in terms of flood risk reduction.

Map & Project Features

Features Construction Status Feet
Phase 1 Cut-off Wall 100% 4,600
Phase 2AN Cut-off Wall 100% 1,243
Phase 2AS Cut-off Wall 100% 2,597
Phase 2B Cut-off Wall 90% 3,100
Phase 2B Hwy 70 Gap 100% 700
Phase 2C Cut-off Wall 100% 1,100
Phase 2C Union Pacific Railroad (UPRR) Gap Determined no additional risk benefit but currently under second review 200
Phase 3 Cut-off Wall, Segment A 100% 4,100
Phase 3 Cut-off Wall, Segment B 100% 2,500
Phase 3 Cut-off Wall, Segment C 100% 3,100
Phase 4A Landside Berm 100% 400
Phase 3 North Area Cut-off Wall Determined no additional risk benefit but currently under second review 1,000
Total Linear Feet   22,840
Total Miles (WRDA 2007-Authorized 5 miles)   4.3


News & Updates

Phases 2B/3 Utility Relocation Virtual Public Meeting

12/15/2020
This meeting was held to provide an update on design refinements made to the utility relocation along Phases 2B and 3 of the Marysville Ring Levee project. Utilities were anticipated to be relocated in 2021. Public comments on the Draft Supplemental EA-IS were due January 10, 2021.

Webinar Presentation Slides

Map: Phase 2B/3 Utility Relocation Locations

Draft Notice of Intent (NOI)

Draft Supplemental EA-IS

Draft Finding of No Significant Impact (FONSI)

Draft Supplemental Mitigated Negative Declaration

To All Interested Parties Letter
 


Environmental report for Marysville Ring Levee utility relocations out for public review
12/11/2020

The U.S. Army Corps of Engineers Sacramento District has released a draft supplemental environmental assessment for utility relocations as part of its Marysville Ring Levee Phases 2B and 3 work in...
Construction on Marysville Ring Levee Phase 2B and 3 to begin. Phase C cutoff wall to be built
4/9/2020 UPDATED

The U.S. Army Corps of Engineers Sacramento District awarded a $22.5 million construction contract March 27 to Great Lakes Environmental & Infrastructure, LLC, of Rocklin, California, for 2.8 miles of...
President’s Budget and Work Plan announcements tab $188 million for Sacramento District projects
2/12/2020 UPDATED

More than $188 million in flood risk management work for Northern California were outlined in two separate budget releases on February 10, adding to an already robust Sacramento District workload...
Marysville Ring Levee on track for 2024 completion
10/11/2019

It’s well known that the City of Marysville and its critical infrastructure have experienced extensive and repetitive flooding in the past. That’s why the U.S. Army Corps of Engineers and its...
Marysville Ring Levee Phase 2AS construction begins
5/28/2019

Marysville, California – The U.S. Army Corps of Engineers Sacramento District recently began construction on the next phase of work to improve the 7.6 miles of levee that surrounds Marysville.Part of...



Marysville Historic Commercial District

An historic structures impact report assessing possible construction-related vibration effects to the National Register of Historic Places-eligible Marysville Historic Commercial District in Marysville, Calif.

Bok Kai Temple

An historic structures impact report assessing possible construction-related vibration effects to the National Register of Historic Places-listed Bok Kai Temple in Marysville, Calif.

image - Bok Kai Temple, Marysville


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