Last updated on 08/06/2025

Other Projects

Reach 4B and Eastside Bypass

Reach 4B of the San Joaquin River is a 32.5-mile stretch that begins at the Sand Slough Control Structure and extends to the confluence of the Eastside Bypass and San Joaquin.

Reach 4B has been further divided into two subreaches; Reach 4B1 from the Sand Slough Control Structure to the Mariposa Bypass, and Reach 4B2 from the Mariposa Bypass to the confluence of the Eastside Bypass and the San Joaquin River.

Reach 4B and Eastside Bypass project consists of incorporating new floodplain and related riparian habitat to ensure conveyance of at least 4,500 cfs through Reach 4B, modifications to ensure fish passage, and modifications in the Eastside and Mariposa bypass channels to support anadromous fish migration. To date, modifications have only taken place in the Eastside Bypass in order to help achieve these objectives called for in the Settlement.

The Reach O Levee Improvements Project was completed in 2020 and information about that project can be found here. In the future, other work is expected to be conducted at the Eastside Bypass Control Structure to improve fish passage, including construction of a rock ramp which will allow salmon and other native fish passage through the structure.

Fish passage improvements have also been made to portions of the Eastside Bypass adjacent to the Merced National Wildlife Refuge. In close coordination with the US Fish & Wildlife Service, which oversees use of the weirs, the two weirs were removed from the bypass channel. The weirs, which were constructed to create seasonal pools for migratory birds on the Refuge, were a partial barrier to adult Chinook salmon and many other native fish. The Program also has coordinated with the refuge to provide an alternate water supply to Refuge wetlands.

The first weir heading upstream, the lower weir, was removed in September 2019 as part of the San Joaquin River Restoration Program’s Eastside Bypass Improvements Project.

Below, a time-lapse video shows removal of the lower weir.

The upper weir was removed in the summer of 2021. Together, the removals will improve fish passage in the Eastside Bypass. Below are several photos showing the removal.

L to R: Clearing vegetation from the upper weir; saw cutting the weir abutments; removing abutments using the excavator; removal complete.
L to R: Clearing vegetation from the upper weir; saw cutting the weir abutments; removing abutments using the excavator; removal complete.

The Eastside Bypass Improvements Project Initial Study/Final Environmental Assessment consists of the December 2017 Draft IS/EA (Part 1Part 2Part 3Part 4), the Finding of No Significant Impact and Air Quality and Greenhouse Gas Emissions; Biological Resources (Appendices A and B); public comments received (Appendix C); responses to public comments and minor text changes to the EA/IS (Appendix D); Endangered Species Act compliance documentation (Appendix E); and, National Historic Preservation Act Section 106 compliance documentation (Appendix F).

The Draft Technical Summary Report was prepared by the San Joaquin River Restoration Program Team to document technical studies completed as part of the Reach 4B, Eastside Bypass, and Mariposa Bypass Channel and Structural Improvements. Studies in this area started in 2009; this Technical Summary Report documents key technical findings and summarizes the work that led to these findings. The report describes the differences between the routes for high flows through this area and compares these routes. Finally, it identifies potential near-term actions (in addition to the Eastside Bypass Improvements Project) that could provide benefits regardless of the high flow alternative selected. Appendices for this draft technical report include Timing of Flow Analysis (A); Hydraulic and Sediment Studies ( B, Parts 12345); Vegetation and Wildlife (C); Soils (D); Wetland Offset (E); Groundwater Analysis (F); Fisheries (G); and, Cultural Resources (H).

NameCategoryDateYearKindSize
2018 Reach 4B Technical Summary Report Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix B Hydraulic And Sediment Studies For Reach 4b Part5 Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix B Hydraulic And Sediment Studies For Reach 4b Part4 Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix B Hydraulic And Sediment Studies For Reach 4b Part3 Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix B Hydraulic And Sediment Studies For Reach 4b Part2 Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix B Hydraulic And Sediment Studies For Reach 4b Part1 Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix H Cultural Resources Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix G Fisheries Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix F Groundwater Analysis Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix E Wetland Offset Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix D SJRRP Reach 4B And ESB Soils Report 2018 Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix C Vegetation And Wildlife Reach 4BJuly 11, 2019pdf0 B
Draft Reach 4B Technical Summary Report Appendix A Timing Of Flow Analysis Reach 4BJuly 11, 2019pdf0 B
EBIP IS-EA Final FONSI Reach 4BMay 29, 2018pdf0.3 MiB
EBIP IS-EA Appendix F, Section 106 Compliance Doc Reach 4BMay 29, 2018pdf0.2 MiB
EBIP IS-EA Appendix E, ESA Compliance Doc Reach 4BMay 29, 2018pdf5.3 MiB
EBIP IS-EA Appendix D, EBIP Final EA-RTC And Errata Reach 4BMay 29, 2018pdf0.2 MiB
EBIP IS-EA Appendix C, Public Comments Received Reach 4BMay 29, 2018pdf13.9 MiB
EBIP IS-EA Appendicies A & B Reach 4BMay 29, 2018pdf4.2 MiB
EBIP IS-EA Public Draft 120617 Part4 Reach 4BMay 29, 2018pdf0.4 MiB
EBIP IS-EA Public Draft 120617 Part3 Reach 4BMay 29, 2018pdf6.5 MiB
EBIP IS-EA Public Draft 120617 Part2 Reach 4BMay 29, 2018pdf6.5 MiB
EBIP IS-EA Public Draft 120617 Part1 Reach 4BMay 29, 2018pdf6.2 MiB
SJRRP Eastside Bypass EA-IS Extended Comment Period News ReleasesJanuary 5, 2018pdf0.2 MiB
SJRRP Eastside Bypass Draft EA-IS Released News ReleasesDecember 28, 2017pdf0.2 MiB
R4BFinalNOP090309 Reach 4BJuly 6, 20172009pdf0.9 MiB
Federal Register/Vol. 74, No. 173/Wednesday, September 9, 200946453 /Notices Reach 4BJuly 6, 20172009pdf54 KiB
NOP20101122 Reach 4BJuly 6, 20172010pdf0.4 MiB
Federal Register/Vol. 75, No. 224/Monday, November 22, 201071145 /Notices Reach 4BJuly 6, 20172010pdf61 KiB
Reach 4B, Eastside Bypass, and Reach 4BJuly 6, 20172011pdf5.3 MiB
Appendix-F 508 Reach 4BJuly 6, 20172015pdf8.3 MiB
Appendix-E 508 Reach 4BJuly 6, 20172015pdf0.5 MiB
Appendix-D 508 Reach 4BJuly 6, 20172015pdf0.6 MiB
Appendix-C 508 Reach 4BJuly 6, 20172015pdf42 KiB
Appendix-B 508 Reach 4BJuly 6, 20172015pdf3.5 MiB
Appendix A 1D Cross Section Reach 4BJuly 6, 20172015pdf2.2 MiB
Reach 4B, Eastside Bypass, and Reach 4BJuly 6, 20172015pdf3.4 MiB
Attachment 7 Reach 4BJuly 6, 20172015pdf0.2 MiB
08 App A Attachment 6 SJRRP-4B-Revegetation 508 Reach 4BJuly 6, 20172015pdf0.8 MiB
Attachment 5 Reach 4BJuly 6, 20172015pdf0.6 MiB
Attachment 4 Reach 4BJuly 6, 20172015pdf0.3 MiB
05 App A Attachment 3- Drawings 508 Reach 4BJuly 6, 20172015pdf25.6 MiB
Attachment 2 Reach 4BJuly 6, 20172015pdf12.5 MiB

Gravel Pit Isolation

Pit 46e isolation

The SJRRP Predation Small Interdisciplinary Group (SIG) developed a draft Pit Prioritization Process document that outlines the general approach to prioritizing gravel pits in Reach 1.

Several studies have collected data and a pit delineation report that inventories pits is in progress. MAP study 2016-8 will continue to synthesize collected data, identify data gaps and initiate a pit prioritization strategy. Future MAP studies will include collection of data gaps and working with the fisheries agencies to refine and finalize the pit prioritization.

As a result, Sycamore Island/Pit 46e was chosen a the first undertaking of its kind for the Program. Environmental review for the project was completed and construction began in 2016. Isolating the ponds helps salmon by keeping them in the river channel and away from predatory fish habitat in the pond. The project repaired a berm breach and isolated a gravel pit pond from the river channel by creating a pervious saddle and gravel road on top of the saddle and berm. In addition to habitat improvements for Chinook salmon and newly created floodplains for fish habitat on both sides of the San Joaquin River, the project increased vehicle access at the Sycamore Island Recreation Area. Construction was completed in 2018.

To learn more about the Sycamore Island/Pit 46e project, read the final summary here.

Reach O Levee Improvements

In April 2020, the Department of Water Resources, a partnering agency of the San Joaquin River Restoration Program, began work on approximately two miles of levee along the Eastside Bypass

The project purpose was to improve seepage and stability requirements to allow for higher Restoration Flows. Prior to construction, the levee was constructed of sand or gravelly soils of higher permeability which created seepage conditions during high-water stages and potentially impacted adjacent lands. Once completed in November 2020, the project reduced these impacts after installing cutoff walls to reduce levee seepage and underseepage as well as replacing six aged culverts with concrete reinforced pipe. Below is a chronology of the eight month project.

Construction crews then prepped the levee and installed concrete-reinforced culverts to replace aged corrugated metal culverts.
First, crews cleared the ground of vegetation and regrade portions of the levee in preparation for the culvert installations and slurry cut-off wall. The images below show the start of clearing and grubbing the waterside at the southern end of the project. The orange fencing is wildlife exclusion fencing that surrounds the entire project site. A drill rig is on the levee crown to obtain additional information about the soils to complete the design mixture for the cutoff wall.
After replacing the culverts, crews backfilled the trenches and buried the new culverts.
Construction crews then prepped the levee and installed concrete-reinforced culverts to replace aged corrugated metal culverts.
crane digging up dirt
After replacing the culverts, crews backfilled the trenches and buried the new culverts.
cranes digging up dirt
Crews then trenched and poured slurry walls to re-enforce existing levees. In the first photo below, a long-reach arm is being installed on the slurry wall trench excavator. The second photo show the bentonite slurry pond which will serve as the source of slurry for filling the slurry wall. The third photo shows the main slurry wall trench excavator dumping a bucket of removed levee material while slurry is continuously pumped in. And, the final photo shows supporting operation blending backfill to be placed back in the trench.
more cranes and tractors working in construction zones
Phase 2 includes installing a slurry wall in about 1,500 feet of levee (Reach O-1). It also includes replacing two 24” corrugated metal drainage pipes with reinforced concrete pipes and replacing a 36” corrugated metal irrigation diversion pipe with a reinforced concrete pipe. Replacement of the irrigation pipe includes constructing a bypass pipe so irrigation deliveries can continue. Photos below, left to right, show excavators parking along the slurry wall working platform after a long day; pumping concrete into the head wall form of a culvert inlet structure; arrival of the K800 (8,000 gallon water truck); and, earthwork progressing into Phase 2.
Final photos of the project completed with levee regraded.
Continuing construction, left to right, crews are shown pouring concrete into the headwall forms at a culvert outlet structure in phase 2; work occurring to prepare the working platform for the slurry wall operation in phase 2 (background), while a crew builds the wingwall forms for the Loan Tree Water District 36″ culvert inlet structure — a new riser structure can be seen in between the two. And finally, a Phase 2 slurry wall lead in trench which is the beginning of slurry wall excavation for phase 2.
Final photos of the project completed with levee regraded.
Final photos of the project completed with levee regraded.
map showing the construction area

A link to the full project field advisory is here. Below is a map showing the construction area. Map showing proposed Reach O levee work.