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            Learn more about the latest with the RE:BEACH Pilot Project from the City of Oceanside.   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏   ͏
        
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      <h4 style="color:inherit;margin:1.414em 0 .5em;font-weight:400;line-height:1.25em;font-size:1.25em;mso-line-height-alt:1.25em;margin-top:0;font-family:'Liberation Serif', 'Nimbus Roman No9 L Regular', Times, 'Times New Roman', serif;letter-spacing:.02em;"><strong>Sand Distribution Feasibility Study</strong></h4><p class="" style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;">The City of Oceanside’s <a href="https://www.ci.oceanside.ca.us/?splash=https%3a%2f%2fwww.rebeach.org%2f&amp;____isexternal=true" target="_blank" rel="nofollow noopener noreferrer" style="color:#1c1c1c !important;"><span style="font-size:inherit;font-weight:inherit;line-height:inherit;margin:0;text-decoration:underline;">RE:BEACH project</span></a> requires substantial volumes of high-quality sand for both initial construction and long-term beach maintenance. Approximately 900,000 cubic yards (cy) of sand is needed for initial nourishment, with potentially up to 500,000 cy of sand required every 3 to 5 years to maintain restored beach widths. To meet these needs, the City completed a <a href="https://www.ci.oceanside.ca.us/home/showpublisheddocument/18232" target="_blank" rel="nofollow noopener noreferrer" style="color:#1c1c1c !important;"><span style="font-size:inherit;font-weight:inherit;line-height:inherit;margin:0;text-decoration:underline;">Sand Distribution Feasibility Study</span></a>  to evaluate cost-effective and reliable sand sources and subsequent delivery strategies. The study incorporates current scientific understanding of sediment transport across the world, regional sand management practices, and available local and regional sand resources, while also considering lessons learned from prior efforts such as the U.S. Army Corps of Engineers’ Experimental Sand Bypass System. Two primary sand delivery scenarios were evaluated:&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class=""><strong>Scenario 1: Fixed Harbor Bypass System</strong>:&nbsp;<br>This scenario considers construction of a fixed or semi-fixed pipeline system to transport sand from the Camp Pendleton fillet and Santa Margarita River area across Oceanside Harbor to City beaches. While technically feasible, this approach presents significant constraints, including limited access to sand sources under U.S. Marine Corps jurisdiction, complex regulatory and interagency coordination requirements, high upfront capital costs, and extended delivery timelines. The estimated cost to deliver 500,000 cy is approximately $88.3 million, with considerable uncertainty. This scenario carries substantial financial, operational, and jurisdictional risks.&nbsp;<br>&nbsp;<br><strong>Scenario 2: Mobile Offshore Dredging:</strong>&nbsp;<br>This scenario evaluates the use of mobile dredging operations to source sand from offshore borrow sites and place it directly on City beaches. This approach reflects established regional practices and offers several advantages, including readily available compatible sand sources, no requirement for permanent infrastructure, flexibility in implementation, and the ability to deliver large sand volumes in a single campaign. The estimated cost to deliver 500,000 cy is approximately $12.6 million, with a narrower range of uncertainty and greater cost reliability.&nbsp;<br>&nbsp;<br>The study demonstrates that while multiple sand sourcing strategies are technically feasible, they vary significantly in terms of cost, risk, permitting complexity, and implementation timelines. Identifying reliable and cost-effective sand sources will be critical to the long-term success of the RE:BEACH project and the City’s broader coastal resilience objectives.&nbsp;</p>
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      <p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class=""><strong>Physical Modeling of the RE:BEACH Pilot Project</strong>&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class=""><br>Oceanside advanced the RE:BEACH Pilot Project through state-of-the-art physical wave modeling at the <a href="https://www.ci.oceanside.ca.us/?splash=https%3a%2f%2fengineering.oregonstate.edu%2fresearch%2fwave-lab%2fprojects&amp;____isexternal=true" target="_blank" rel="nofollow noopener noreferrer" style="color:#1c1c1c !important;"><span style="font-size:inherit;font-weight:inherit;line-height:inherit;margin:0;text-decoration:underline;">O.H. Hinsdale Wave Research Laboratory</span></a>. A 1:35 scale model of Oceanside’s coastline — from the Oceanside Pier to Wisconsin Avenue — was constructed in a large directional wave basin to test the proposed offshore reef and headland system under a range of tide and wave conditions. This effort builds on more than 900 numerical simulations and 45 reef configurations analyzed over the past year.&nbsp; The physical modeling effort produced several important findings that support the viability of the RE:BEACH Project:&nbsp;</p><ul data-rte-list="default" style="padding-left:25px;"><li style="font-weight:normal;margin-top:0px;margin-bottom:0px;margin-left:15px;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;"><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">Multiple reef geometries were tested, allowing refinement of the design.&nbsp;&nbsp;</p></li></ul><ul data-rte-list="default" style="padding-left:25px;"><li style="font-weight:normal;margin-top:0px;margin-bottom:0px;margin-left:15px;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;"><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">The combined system of offshore and shoreline features altered nearshore circulation patterns in a manner that encourages retention of nourished sand, forming a more stable beach system compared to existing conditions where sand rapidly disperses and currents drive sediment offshore and alongshore.&nbsp;</p></li></ul><ul data-rte-list="default" style="padding-left:25px;"><li style="font-weight:normal;margin-top:0px;margin-bottom:0px;margin-left:15px;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;"><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">Under a range of water levels, the project continued to provide measurable benefits, although periodic re-nourishment will be necessary as part of a long-term adaptive management strategy.&nbsp;</p></li></ul><ul data-rte-list="default" style="padding-left:25px;"><li style="font-weight:normal;margin-top:0px;margin-bottom:0px;margin-left:15px;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;"><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">Physical modeling informed adjustments to the configuration, elevation, and orientation of project elements to minimize localized scour, avoid wave focusing, and improve overall system performance.&nbsp;</p></li></ul><ul data-rte-list="default" style="padding-left:25px;"><li style="font-weight:normal;margin-top:0px;margin-bottom:0px;margin-left:15px;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;"><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">While optimizing the artificial reef for both coastal resilience and consistent, high-quality surf amenity is inherently complex and condition-dependent, the artificial reef has the potential to enhance surfability in and adjacent to the reef by modifying wave breaking patterns and improving sand bar development.&nbsp;</p></li></ul><ul data-rte-list="default" style="padding-left:25px;"><li style="font-weight:normal;margin-top:0px;margin-bottom:0px;margin-left:15px;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;"><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">Surf performance is inherently variable and dependent on oceanographic conditions; however, modeling results indicate that reef geometry can promote more favorable wave peeling and ride length under certain swell and tidal conditions, suggesting that recreational enhancement could be a strong co-benefit of the project.&nbsp;&nbsp;</p></li></ul><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">Results from this testing will further refine the design for final engineering and environmental review. The physical modeling analysis and results will be included in a forthcoming technical report.&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class="">&nbsp;</p>
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      <p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:0px;margin-bottom:0px;" class=""><strong>Morphological Modeling</strong>&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:16px;" class="">The project team is advancing a coastal morphological modeling study to better understand how the shoreline along Oceanside changes over time and how the proposed improvements could help protect and retain sand on local beaches. Using a model that represents the coastline from Oceanside Harbor to Tamarack jetties, the study evaluates how the project’s key features—such as beach nourishment, headlands, and an offshore reef—may interact with sediment movement along the coast.&nbsp;&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:16px;" class="">Preliminary results suggest that while adding sand alone provides only temporary benefits, combining nourishment with sand retention features could help keep beaches wider for a longer period of time. The modeling is also helping to illustrate how sand may move to nearby beaches, allowing the project to be planned responsibly and minimize unintended impacts. While no model can perfectly predict future conditions, this analysis provides a strong, science-based foundation to guide project design and highlights the importance of continued monitoring and adaptation over time. The modeling analysis and results will be included in a forthcoming technical report.&nbsp;</p>
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      <h4 style="color:inherit;margin:1.414em 0 .5em;font-weight:400;line-height:1.25em;font-size:1.25em;mso-line-height-alt:1.25em;margin-top:0;margin-bottom:0;font-family:'Liberation Serif', 'Nimbus Roman No9 L Regular', Times, 'Times New Roman', serif;letter-spacing:.02em;text-align:center;"><strong>Environmental Compliance and Permitting </strong></h4>
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    <td valign="top" class="section-text-area section-content-cell padding-mobile-both" style="padding-top:8px;padding-right:66px;padding-bottom:8px;padding-left:66px;color:#313131;background-color:transparent;">
      <p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class=""><strong>California Environmental Quality Act (CEQA) &amp; National Environmental Policy Act (NEPA) Compliance</strong>&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class="">The California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA) are the federal and state environmental review laws that guide environmental compliance for RE:BEACH. These laws establish a framework for evaluating environmental impacts, identifying feasible mitigation measures, informing agency decision making and engaging the public.&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class="">CEQA contains substantive requirements obligating lead agencies to adopt feasible mitigation measures and alternatives that lessen significant environmental effects. RE:BEACH is proposed by the City of Oceanside, who is considered to be the lead agency for the project and therefore must seek discretionary approvals from state and federal agencies to be compliant with CEQA. The state agencies under which approvals are necessary include the California Coastal Commission, California State Lands Commission, and California Department of Fish and Wildlife. The project will require compliance with CEQA in addition to NEPA.&nbsp;&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class="">NEPA compliance is triggered by the need for federal permits, approvals, and potential funding participation. These federal nexus points include permits issued by the U.S. Army Corps of Engineers under Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbors Act, consultation with the National Marine Fisheries Service and the U.S. Fish and Wildlife Service regarding protected species and habitat resources, and coordination with other federal agencies involved in coastal resilience, navigation, or shoreline restoration activities.&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class="">The <a href="https://www.ci.oceanside.ca.us/home/showpublisheddocument/17306/638965488493700000" target="_blank" rel="nofollow noopener noreferrer" style="color:#1c1c1c !important;"><span style="font-size:inherit;font-weight:inherit;line-height:inherit;margin:0;text-decoration:underline;">Notice of Preparation (NOP)</span></a> for the RE:BEACH project was issued in Fall 2025, with a&nbsp; <a href="https://www.ci.oceanside.ca.us/home/showpublisheddocument/17354/638975050752130000" target="_blank" rel="nofollow noopener noreferrer" style="color:#1c1c1c !important;"><span style="font-size:inherit;font-weight:inherit;line-height:inherit;margin:0;text-decoration:underline;">CEQA Scoping Meeting</span></a> held on October 30, 2025, at City Hall, and the public comment period for this early phase closing on November 17, 2025. These actions marked the initial phase of the project’s environmental review under CEQA and NEPA.&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class="">Since that time, the project team has been actively reviewing and incorporating comments received from the public, agencies, and stakeholders. Preparation of the Draft Environmental Impact Report (EIR) is currently underway, with public release anticipated in Summer 2026. The Draft EIR will evaluate potential environmental effects of the project and identify mitigation measures, providing opportunities for additional public review and input prior to further project consideration.&nbsp;</p><p class="" style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;"><strong>Permitting</strong>&nbsp;</p><p style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;margin-top:16px;margin-bottom:8px;" class="">Ongoing coordination with state and federal resource and regulatory agencies has kept the associated representatives up to date on the project, in anticipation of permit application development and submittal.&nbsp; Permit applications are generally developed once a project reaches a designated milestone in the design of the project. With the final design of the artificial reef and headlands currently underway, permit applications are expected to be submitted within the next 6 months.&nbsp;&nbsp;&nbsp;</p><p class="" style="color:inherit;font-size:1em;line-height:1.618em;margin:0 0 1.25em 0;font-weight:normal;height:1.618em;margin-bottom:0;font-family:'Segoe UI', Candara, 'Bitstream Vera Sans', 'DejaVu Sans', 'Trebuchet MS', Verdana, sans-serif;letter-spacing:-.01em;"></p>
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