Loading...
HomeMy WebLinkAbout08 - Harbor Area Management Plan - Final Adoption - Handout:Imoil GUM! L'M April 2010 FINAL area ment PI; 04 7S Prepared by: Weston Solutions, Inc. Everest International Consultants, Inc. Coastal Resources Management, Inc. NewFields LLC Tom Johnson, Ph.D. Prepared for: Harbor Resources Division City of Newport Beach 829 Harbor Island Dr. Newport Beach, CA 92660 Fill �a i ���E! N���� /%j 111111111111111111 �� ������ `''�� IIIIIIIIIIIIIIIIII �,� �����r /r•`�; IIII I� Vision "The management and preservation of Newport Bay in a sustainable manner by balancing the community, economical and environmental beneficial uses of this keystone estuary ecosystem and community asset" Harbor Area Management Plan Worlcgroup Mission "To protect and improve the resources of Newport Harbor, Upper Newport Bay, and the ocean beaches to ensure their proper use and enjoyment by all things that derive life, recreation, or commerce from our City's most important asset" City of Newport Beach Harbor Commission Elements The Harbor Area Management Plan (HAMP) uses an integrated approach. Integrating these HAMP elements results in multiple benefits. These colored symbols appear throughout the document and indicate a link to another element. These symbols are hyper linked in the PDF document to the beginning of the corresponding element's section. ■ Dredging Requirements and ■ Harbor Channel Contaminated Sediment Management and Pierhead Lines ■ Eelgrass Capacity and Management Tools ■ Beach Replenishment Strategy ■ Water Quality Document Structure ■ Hydrodynamic and Water Quality Numerical Modeling Requirements ■ Regional General Permit ■ Sea Level Rise and Flood Control Management ■ Upper Bay Sediment Control ■ Upper Bay Restoration and Management This document includes first an Executive Summary -style presentation of the HAMP. This beginning summary document provides an overview of the Plan's objectives, the elements listed above, challenges, element goals, suggested steps forward, and the level of benefits achieved. This summary document is then followed by more detailed reports on each element, provided in the appendices. Contents Purpose of the HAM o 1 HAM Integrates} Approach 0 3 Introduction 4 Objectives and Goals to Achieve a Sustainable Newport Bay 6 Recommended Goals 7 Dredging Requirements and Contaminates} Sediment Management o16 Dredging Requirement Study 16 Overview of Dredging Requirements 17 Options for Management of Sediment 19 Potential Steps Forward 23 Eelgrass Capacity and Management Tools o 25 Introduction 25 Current Challenges to Establish Sustainable Eelgrass Populations in Newport Harbor 28 Developing an Eelgrass Management Plan 29 Potential Steps Forward 31 Beach Replenishment Strategy ,> 32 Introduction 32 Development of a Beach Replenishment Program 33 Potential Steps Forward 36 Water Quality,, 37 Introduction 37 Overview of Water Quality Issues 38 Key Questions and Coordination with Current Programs 40 Harbor Area Water Quality BMP Identification and Prioritization 41 Linkages to Other Programs 42 Potential Steps Forward 43 Harbor Channel and Pierhead Lines o 45 Channel and Pierhead Lines Study 45 Specific Conflicts 46 Harbor Lines: Rules and Regulations46 Potential Steps Forward 48 Introduction 49 Numerical Model Evaluation 49 Hydrodynamic and Water Quality Numerical Modeling Requirements o 49 Overview of Hydrodynamic and Water Quality Numerical Modeling Requirements 50 Suggested Model 51 Model Data Requirements 51 Potential Steps Forward 52 Regional General Permit o 53 Introduction 53 Improvement of the RGP Process 54 Contaminated Sediment 54 A Path Forward 55 Potential Steps Forward 55 Sea Level Rise and Flood Control Management o 56 Introduction 56 Overview of Flooding Issues 57 Linkages to Other Programs 60 Potential Steps Forward 61 Upper Bay Sediment Control 0 62 Introduction 62 Key Elements of the Sediment Control Plan 63 Overview of Upper Bay Sediment Management Issues 65 Coordination with Current Programs 67 Potential Steps Forward 68 Upper Newport Bay Restoration and Management o 69 Introduction 69 Overview of Upper Bay Restoration Issues 71 Coordination with Current Programs 72 Potential Steps Forward 74 Harbor Area Management Tools o 75 Map of Integrated Projects 90 Implementation Strategy Schedule and Cost Estimates 90 Integrated Project Scoring 91 Integrated Project Scoring Table 91 Implementation Strategy Schedule and Cost Estimates 91 Integrated Project Scoring Table: Project Assessment and Integrated Benefit 92 Funding o 94 Introduction 94 Local Funding Strategy 95 State Funding Strategy 96 Federal Funding Strategy 97 Funding to Further the HAMP Program 97 Appendices A: Dredging Requirements and Contaminated Sediment Management B: Eelgrass Capacity and Management C: Beach Replenishment Strategy D: Water Quality E: Harbor Channel and Pierhead Lines F: Hydrodynamic and Water Quality Numerical Modeling Requirement G: Regional General Permit H: Sea Level Rise and Flood Control Management Pu rpose of the HAM P The purpose of this Harbor Area Management Plan (HAMP) is to develop a resource management tool for the City of Newport Beach (City) to move forward with key sediment management, water quality, restoration, and public use projects critical in meeting the following overall goals: • Maintain the beneficial uses of the Upper and Lower Newport Bay and economic value of the Bay; • Provide a practical framework to meet regulatory requirements in the current and anticipated municipal discharge permits, sediment management permits, total maximum daily loads (TMDLs), and other regulatory programs for Newport Bay; and, • Support a sustainable estuary ecosystem able to be integrated with upstream sustainable watersheds and adjacent coastal area systems. Purpose of the HAMP The benefit of this plan is the integration of these various projects where previous plans have focused only on a single or a smaller set of projects. This plan presents the link- ages of these projects and highlights the inter- connection of the City's efforts. This plan also provides the City an assessment of these multiple projects using equally - weighted end goals of benefits. Previous plans have targeted only certain benefits, and therefore have not considered these projects in a more holistic manner. This plan is not a recipe for project imple- mentation, rather a framework that the City can use as a guide to planning and develop- ing more project specific plans. Without the demonstration of the integration of the vari- ous projects provided in the HAMP, the full benefits and cost - effective solutions can not be fully realized. This plan also provides a prioritization tool for the City in consider- ing how best to use available resources. By comparing projects to an equally weighted set of benefits, project can be better priori- tized based on cost and final benefits real- ized. This plan also provides the City with a management framework to provide as the basis for future state and federal grant ap- plications to augment City resources for the implementation of projects in the Bay. State grant programs require jurisdictions to have a planning document in place and approved by management that supports the proposed projects for which grant funds are being requested. HAM P I nteg rated Approach Integrating Element Introduction Newport Bay is a vital asset to the City of Newport Beach (City) that includes some of the state's largest marinas, vibrant beach communities, and a keystone estuary eco- system linking a diverse watershed with critical coastal habitat. Recognizing that the Lower Newport Bay serves a variety of im- portant uses and users, including recreation, navigation, wildlife, and business and that multiple stakeholders have an interest in the management of this resource, the City has undertaken this effort to develop a Harbor Area Management Plan (HAMP) to integrate and balance everyone's efforts and goals. The 13.2 square mile Newport Bay Water- shed drains into the Santa Ana Delhi Chan- nel and San Diego Creek that discharges into Upper Newport Bay. Upper Newport Bay is characterized by mudflat, salt marsh, fresh- water marsh, riparian, and upland habitats that are protected within the 752 -acre Upper Newport Bay Ecological Reserve and the 140 -acre County of Orange Regional Park. The Lower Newport Bay is characterized by diverse beach communities and world class marinas. Both the Upper and Lower Bays are linked as an integrated estuary ecosys- tem that begins with the mixing of fresh and salt water in the mud flats and tidal marshes of the Upper Newport Bay Ecological Re- serve, continues into the eelgrass beds of the Lower Newport Bay, and finally reaches the coastal marine intertidal and subtidal habi- tats of the Newport Coast. Adjacent to the Bay entrance are the Newport and Irvine Ar- eas of Special Biological Significance (ASBS). These coastal areas have been designated for their importance to the California coastal habitat. These natural resources attract visi- tors from around the world and provide rec- reational opportunities to Newport residenc- es. The Newport Bay is vital to the economic health and growth of the region through its renowned residential, recreational, and com- mercial opportunities. The economical suc- cess of the region depends on the sustainable management of the Newport Bay. One of the most critical outcomes of the HAMP will allow the City to move forward with key sediment management, water quality, restoration, and public use projects. The HAMP focuses primarily on the Lower Newport Bay. Restoration activities in the Upper Newport Bay Ecological Reserve are under a separate initiative that includes the planning, design, and implementation of restoration projects in cooperation with the California Department of Fish and Game which is responsible for the management of the 752 -acre reserve. Linkages to the restora- tion projects underway and proposed in the Upper Newport Bay will be discussed. As a Resource Management Tool, this plan provides integrated solutions that result in cost savings and positive return on invest- ment paid to the triple bottom line of eco- nomic, community, and environmental benefits. The suggested actions in this plan provide the steps forward to meet the chal- lenges in a cost - effective manner through the integration of projects. For example, unit costs for management of dredged mate- rial from the Harbor's channels can be sig- nificantly reduced through integration with beneficial uses for bulk head upgrades to address flooding, beach replenishment, and eelgrass management. This plan is based on the understanding that the "no action alter- native" would lead to inaccessible channels, loss of property values, and regulatory ac- tion. Management measures are needed to maintain the vitality of the Harbor's assets that balance the beneficial uses cost- effec- tively. The foundation for the Harbor Area Man- agement Plan is the Harbor and Bay Ele- ment of the City's General Plan. The man- agement measures that are developed and presented in this plan are evaluated using the beneficial uses developed in the Harbor and Bay Element. The goals of the Harbor and Bay Element therefore are consistent with those of the HAMP. This overall vision of the HAMP also mirrors the mission state- ment for the Harbor Commission: "To protect and improve the resources of Newport Harbor, Upper Newport Bay, and the ocean beaches to ensure their proper use and enjoyment by all things that derive life, recreation, or commerce from our City's most important asset" The HAMP is therefore built on the foun- dation of the Harbor and Bay Element and provides the framework to build an inte- grated and sustainable program that most cost - effectively addresses the beneficial uses. It is the integration of the measures that this HAMP provides in order to best meet the long -term goals and vision. The integration of elements that include dredg- ing of the channels, eelgrass management, and water quality has not been fully inte- grated in previous documents. This plan therefore provides this needed function to best achieve the beneficial use goals in a cost - effective manner. The Harbor Commission has been the guid- ing light to moving this process forward from the foundation of the Harbor and Bay Element to the development of the RAMP. The Harbor Commission was instrumen- tal in obtaining the grant funding from the state for the completion of the HAMP. The HAMP provides management and planning tools for the "water side" of Lower Newport Bay. The Local Coastal Program (LCP) provides the management plan for the "land side "of the Harbor Area. The LCP consists of the Coastal Land Use Plan ap- proved by the California Coastal Commis- sion and adopted by the City in 2005. There have been subsequent amendments to this plan to make it consistent with the General Plan approved by the voters in 2006. The land use plan indicates the kind, location, and intensity of land uses; the applicable resource protection and development poli- cies; and where necessary, a listing of imple- menting actions. The implementation plan consists of the zoning ordinances, zoning district maps, and other legal instruments necessary to implement the land use plan. Objectives and Goals to Achieve a Sustainable Newport Bay The sustainability of the social, economic, and environmental values of this treasured estuary ecosystem and its beach communities depends on successfully managing the Newport Bay to achieve the following broad objectives: • Protect the recreational values (social) Recognize the economic value of the Harbor and its channels to the local community (economic) Assure a sustainable estuary system linked to watershed and coastal habitats (environmental) These broad objectives are more clearly defined and measured through a more specific 's as follows: Objectives Protect the recreational values (social) Community/PublicAccess Recreational Opportunities Recognize the economic value of the Harbor Channel Maintenance and its channels to the local community Flood Control (economic) Berthing Management Water Quality Assure a sustainable estuary system linked to Marine Resource Protection (ASBS) watershed and coastal habitats (environmental) Habitat Protection/Improvement Sustainabilit I- �- -J.. -. ; -- The following guiding principles have been identified as programs and activities that are being developed and coordinated: • Maintain the beneficial uses of the Upper and Lower Newport Bay and economic value of the Bay, • Achieve regulatory requirements within a practical framework that meet the specified target in the current and anticipated municipal permits, sediment management permits, total maximum daily loads (TMDLs), and other regulatory programs for Newport Bay, • Work toward a sustainable estuary ecosystem integrated with sustainable watershed and coastal area systems. Recommended Goals The suggested priority projects and activities developed and presented for each Harbor challenge are integrated into the HAMP Management Tools section and assessed using a set of more specific beneficial use goals, consistent with the broad objectives defined earlier. These criteria include each of the beneficial uses defined in the Harbor and Bay Element and additional elements to achieve the long -term sustainability of the Bay. The table on the following page presents the goals used for the evaluation of the recommendations. Further description of the goals is also provided with the origin of the criteria. Several criteria have been added to achieve a more holistic and integrated approach with other regional plans, including the Central Orange County Integrated Regional and Coastal Watershed Management Plan, the Newport Coast Watershed Management Plan, and the Upper Newport Bay Restoration Plan. Several of these criteria also apply to state grant program as listed in the table. This evaluation provides an additional tool to demonstrate the importance of an integrated approach to achieve the overall goals. The priority projects and activities for each HAMP challenge/ element are evaluated using a scale of 1 to 5. A score of 1 indicates that the activities proposed for that element are the most effective at meeting the listed beneficial use goal and a score of 5 indicates those activities are the least effective at meeting the listed beneficial use goal. Scores 1 though 5 are indicated using the symbols in the legend below. On page 92, all of the scores for each element are aver- aged together to show that when integrated, these combined RAMP element activities result in a beneficial outcome. Therefore, although one element may have little or no benefit in a single criteria, when integrated and implemented as an overall program, the combined outcome achieves the stated goals. 0 0 0 (:� 4 1 2 4 I.+t A.,,+ ;-- Beneficial Use Criteria Table Beneficial Use Descriptions Origins Goals Water Quality Create and maintain a sustainable • Harbor & Bay Element Goals 8 & 10 watershed through protection, pres- • Proposition 50 ervation, and improvement of water -Proposition 84 quality. Marine Resource Protect, preserve, and enhance marine *Harbor & Bay Element Goals 7, 8, & 10 Protection (ASBS) resources, including marine plants, • Proposition 50 invertebrates, fishes, seabirds, marine .Ocean Plan mammals, and their habitats. Habitat Protect, preserve, and restore sustain- • Harbor & Bay Element Goals 7 & 10 Protection/ able upland, wetland, and marine habi- -Proposition 50 Improvement tats, focused on Upper Newport Bay. Community/ Maintain and improve public access • Harbor & Bay Element Goals 5 & 6 Public Access to the shoreline, beach, coastal parks, • Proposition 50 trails, and bays through waterfront and infrastructure improvement projects. Water Reduce non - stormwater runoff and -Harbor and Bay Element 8 Conservation/ conserve water through education and .Proposition 84 Urban Runoff the implementation of a watershed - Management based runoff reduction program to in- crease groundwater recharge and limit pollution to the Bay and its waters. Channel Enhance and maintain deep -water • Harbor & Bay Element Goals 13 Maintenance channels through dredging and sedi- ment management to ensure and im- prove navigation. Flood Control Reduce the potential for catastrophic -Proposition 50 floods through identification of at -risk • Proposition 84 areas, maintenance of flood control facilities, and design of flood control projects. Berthing Ensure a variety of vessel berthing and • Harbor & Bay Element Goal 5 Management storage opportunities at marinas, moor- ings, anchorages, and piers. Recreational Preserve and enhance water - dependent -Harbor & Bay Element 1, 2, & 4 Opportunities and water - related recreational activi- -Proposition 50 ties. Sustainability Integrate and maintain the balance of -Harbor and Bay Element beneficial uses in the Bay by consider- ing economic, recreational, and com- mercialinterests. The development of this management tool for the Lower Newport Bay requires coordination between multiple programs and requires addressing multiple challenges to achieving the overall goals. These programs and challenges that have been identified through the regulatory agencies, stakeholder groups and the City include: Executive Summary: Page 16 Detailed Report: Appendix A ❑��,- ,.,,�„ �r,a cam,..,,, Dredging Requirements and Contaminated Sediment In recent years, sedimentation in Lower Newport Bay has resulted in the narrowing and shoaling of the fed- eral channels and adjacent non - federal channels that act as the main conduits to marina and harbor traffic. Although sediment catch basins constructed in Up- per Newport Bay were somewhat effective in helping to reduce sedimentation, the Lower Bay has remained subject to heavy amounts of silt and sedimentation via tidal activity and storm events. By dredging the Lower Bay, the United States Army Corps of Engineers (USACE) and City of Newport Beach (City) hope to re- establish adequate water depths along the federal chan- nels and to improve navigation for the high volume of sea -going vessels entering and leaving Newport Bay. The dredging of contaminated sediments may have a long -term positive effect on the environment due to the ongoing source of contaminants released to the envi- ronment if left in place. However, the handling and management of these sediments reduces the options for beneficial uses and placement of dredged material. Based on the June 2008 bathymetry survey conducted by the USACE, approximately 1 million cubic meters (1.3 million cubic yards) of sediment has accumulated above the authorized Operations and Maintenance depths within actively maintained Federal areas of re- sponsibility (USACE). Based on the results of recent chemical and biological testing data of the accumulated sediments, conservative projections indicate approxi- mately 60 percent of these sediment are suitable for ocean disposal (exact number to be determined dur- ing the dredging process), with the balance not likely Executive Summary: Page 25 Detailed Report: Appendix B to pass suitability for this management option. These remaining sediments will instead require some form of treatment or alterative disposal. Assuming sedimentation rates stay the same or diminish, an additional 650,000 cy will need to be dredged over the next 30 years to maintain harbor depths. Eelgrass Capacity and Management While eelgrass serves an important ecological resource within Lower Newport Harbor, it often conflicts with other beneficial harbor uses, particularly those related to guest and residential boating and navigation. Dredging and maintenance of navigational channels; construction and maintenance of bulkheads, piers, and docks; and nourishment of beaches directly impacts eelgrass through burial or removal of vegetation and a loss of eelgrass func- tion as a wildlife habitat. The eelgrass is a protected habi- tat that needs to be balanced with other beneficial uses and economic value of recreational and personal use of the Harbor. The City has an adopted Coastal Commission -ap- proved Land Use Plan (LUP) that acknowledges the need for a balance between harbor maintenance and recreation- al activities and preservation of this important habitat. To mitigate the potential impacts to eelgrass of dredging and development, the LUP requires avoidance where possible and restoration where avoidance is not practical. The challenge is therefore to develop an Eelgrass Management Plan that balances existing harbor uses with maintaining a high value and sustainable eelgrass habitat. Beach Replenishment Strategy There are over 30 beaches located in Lower Newport Bay. The beach uses and needs vary. Several issues have prevented efficient management of beach replenishment projects. No formal system is in place to manage and prioritize beach replenishment projects and the beneficial Executive Summary: Page 32 Detailed Report: Appendix C Executive Summary: Page 37 Detailed Report: Appendix D ❑ ­4 c,,..,,, uses of dredged material that can be used for these proj- ects. Components of the Regional General Permit (RGP) restrict the placement of dredged material on beaches if eelgrass beds are within 15 feet. Under the RGP, only small volumes ( <1000cy) of dredged material from the Lower Bay can be beneficially used to nourish compatible beaches. A more comprehensive management and prior- ity system is needed to address these challenges. Water Quality Best Management Practices Key water quality challenges include understanding the extent and sources of water quality impacts to the Lower Newport Bay, and the development of a strategy to cost - effectively implement best management practices (BMPs) to meet the anticipated requirements of TMDLs. The TMDLs under implementation for the Lower New- port Bay include nutrients, pathogens, and sediment. TMDLs in the technical phase include organochlorine compounds and metals for the Rhine Channel. The water quality issues in the Lower Newport Bay are linked to the Upper Bay and watershed as they contribute to the constituent loading to the Lower Bay. This is highlighted by the dual listing of the San Diego Creek watershed and the Newport Bay on most of the TDMLs. Located just outside the Harbor are two areas designated by the state as ASBS that are subject to special protections under the California Ocean Plan (COP). Preliminary constituent transport modeling indicates a likely connection between the Bay and the ASBS. The strategy for BMP implemen- tation therefore needs to integrate with watershed, Upper Newport Bay, and coastal plans and projects; and allow for effectiveness assessment of the program. Harbor Channel and Pierhead Lines After construction of the portion of Newport Bay below Pacific Coast Highway (Lower Bay), the federal gov- ernment, through the USACE, established harbor lines (project lines, pierhead lines, and bulkhead lines). These lines define the federal navigation channel dredging limits, and the limits on how far piers, wharfs, bulkheads, Executive Summary: Page 45 Detailed Report: Appendix E Executive Summary: Page 49 Detailed Report: Appendix F 12 and other solid fills can extend into Lower Bay waters. These lines are important for maintaining safe naviga- tion conditions throughout the Lower Bay. The harbor lines have not been systematically adjusted since their original development in 1936 even though the Lower Bay has been altered extensively since this time, and there have been changes in uses as well. As part of the HAMP, this section identifies and addresses issues related to the harbor lines throughout the Lower Bay and provides recommendations to update these lines which will impact dredging needs, eelgrass man- agement, and areas defined under the RGP. Specific changes have been suggested, and methods for imple- menting those changes have been provided. Hydrodynamic Model Numerical models are widely used as a management decision - making tool in addressing sediment and water quality problems, including several numerical modeling efforts specifically for Newport Bay. Nu- merical models are used to simulate hydrodynamic conditions (e.g., flows, water surface elevations, and velocities) and water quality transport (e.g., sediment or salinity) within a river, estuary, or Bay. Changes to hydrodynamic and water quality conditions are used to evaluate alternatives or management decisions, such as dredging strategies or storm drain diversions to improve water quality. Numerical models are also used to understand the physical environment of the Bay and to aid in decision making to address water quality issues. Development of a hydrodynamic and water quality numerical model for Newport Bay can be used to evaluate many of the proposed strategies and BMPs developed for the RAMP. Accurate models are needed to assess future dredging and beach re- plenishment needs, effectiveness of water quality, and sediment control BMPs. Purpose and Scope Executive Summary: Page 53 Detailed Report: Appendix G Executive Summary: Page 56 Detailed Report: Appendix H ❑ ­4 c,,..,,, Regional General Permits In Lower Newport Bay, in -water maintenance activi- ties are carried out under a variety of federal, state, and regional permits, the principal one being the federal Regional General Permit 54 (RGP 54), issued by USACE and managed by the City of Newport Beach Harbor Resources Division. The RGP, which is valid for a term of five years, governs maintenance dredging and disposal of sediments and the repair and replacement of docks, piers, and seawalls. The current RGP contains a number of special conditions. Several issues have hampered the efficient adminis- tration of the RGP and resulted in significant delays and additional costs for necessary harbor mainte- nance. These include the long and costly permit renewal process, sampling plan approval, restricted range of activities covered by the permit, no consis- tent disposal options for impacted sediment, and Special Conditions that prevent many minor mainte- nance dredging operations within 15 feet of eelgrass beds. Sea Level Change and Potential Shoreline Flooding Historical measurements indicate a steady increase in global sea levels. Continued sea level rise will increase the risk of nearshore flooding during storm surges that correspond to high tide events. The potential for flooding in the Lower Harbor has not been evaluated with regard to this documented rise in sea levels. Flood modeling is needed to evalu- ate this potential and to develop recommendations regarding the modification of existing bulkheads and other flood control structures and municipal infra- structure. Executive Summary: Page 62 Executive Summary: Page 69 14 Upper Bay Sediment Control Plan The Upper Newport Bay Sediment Control includes the management of sediment loading occurring from the watershed. Current restoration and dredg- ing activities in the Upper Newport Bay include the establishment of sediment control basins to control sedimentation to the Bay. Further sediment trans- port modeling is needed to assess the efficiency of these basins and the effects of the current dredging regime. Long -term management of sedimenta- tion patterns and sediment types will also need to be coordinated with TMDLs and other regulatory drivers. Dredge material management in the Lower Bay is dependent on aggressively addressing fine - grained sediments transported from San Diego Creek through the Upper Bay. Upper Bay Restoration Management Plan The Management Plan for the Upper Newport Bay Ecological Reserve is the framework for the imple- mentation and management of the restoration ac- tivities and long -term sustainability of this Critical Coastal Area. The Ecological Reserve is managed by the California Department of Fish and Game. Due to funding constraints, this Management Plan is currently in a preliminary phase. However, the City and County are aggressively moving forward with several restoration projects. The challenges for the Upper Bay Restoration include securing fund- ing for the restoration projects and the development of the Management Plan and coordination of the dredging activities with the restoration projects and water quality projects. Purpose and Scope The intent of the development of the HAMP is to guide the City and the Harbor stake- holders in the implementation of activities that balance the beneficial uses with the long- term sustainability of the Bay. The New- port Bay stakeholders include the Newport Harbor Commission; Community Support Groups; Newport Beach Chamber of Com- merce; Orange County Coastkeeper; County of Orange Watershed and Coastal Resources Division; Regional Water Quality Control Board; other environmental conservation groups, non - governmental organization, industry professionals and private citizens that live, work and recreate in and around the Bay. Integral in the development of this plan is the input provided by the stakeholders. The development approach to the HAMP in- cludes feedback from the Harbor stakehold- ers as well as coordination with regional and coastal watershed plans, TMDL programs, and channel maintenance programs. Stake- holder input was provided at several phases of the plan development. These phases in- cluded the preliminary draft, draft, and final plan development. The content and format of the documents at each of these phases has been planned to allow for incorporation of stakeholder feedback. The HAMP is composed of two sets of doc- uments consisting of the main report and supporting appendices. The main report in- cludes the Technical Report Summaries and HAMP Management Tools. The Technical Summaries are developed from the Tech- nical Reports that are presented in the ap- pendices. This plan incorporates comments from the stakeholder groups from previous drafts. D....... �., ,.. 4 C,...,., The HAMP integrates the potential steps forward presented in the individual Tech- nical Summaries into an overall strategy with possible project prioritization, poten- tial funding sources and linkages to other projects. This overall strategy is presented following the Technical Summaries, and consists of a set of HAMP Management Tools. These tools include an implementa- tion schedule that provides the suggested priorities, linkages, estimated costs, and po- tential funding sources for activities in the Lower Newport Bay to achieve the overall program goals. The suggested priority proj- ects and activities are assessed using a set of evaluation criteria based on the goals of the program. These criteria include each of the beneficial uses defined in the Harbor and Bay Element and additional elements to achieve the long -term sustainability of the Bay. This evaluation provides an additional tool to demonstrate the importance of an integrated approach to achieve the overall goals. These criteria are further defined in the following subsection. The development of this HAMP is funded by a State Water Resources Control Board (SWRCB) Grant to the City of Newport Beach. The City and community of New- port Beach appreciates this support from the state for the preparation of this plan toward the goal of a sustainable Newport Bay that is integrated into a sustainable watershed and coastal area. It should be noted that the contents of this document do not necessarily reflect the views and policies of the SWRCB, nor does mention of trade names or com- mercial products constitute endorsement or recommendation for use. Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection (ASBS) Habitat Protection/ Enhancement Co nrnunity/ Public Access Water Conservation O Channel Maintenance Flood Control C Berthing • Management Recreational Opportuni- ties Sustainabil- ity • Dredging Requirements & Contaminated Sediment Management Dredging Requirement Study Problem Statement. In recent years, sedimentation in Lower Newport Bay has resulted in the narrowing and shoaling of the federal channels and adjacent non - federal channels that act as the main passageway for marina and Harbor traffic. Therefore, there is a need for a plan to main- tain the channels and berthing ar- eas necessary for safe navigation of the Lower Newport Bay in an economically and environmen- tally sound manner. Sediment catch basins constructed in Upper Newport Bay were somewhat effective in helping to reduce sedimentation ■ ; however, the Lower Bay has remained subject to heavy amounts of silt and sedimentation via tidal activity and storm events. The United States Army Corps of Engineers ( USACE) and City of Newport Beach (City) plan to re- establish sufficient water depths along the federal channels and to improve navigation safety for the large quantity of sea -going vessels entering and leaving Newport Bay. Since 1929, there has been a long history of dredging within Newport Bay. This has served a dual purpose by addressing critical dredging needs such as improving naviga- tion safety for sea -going vessels, and also by considering beneficial use alterna- tives. Benefits of Dredging. By dredging the Lower Bay, USACE and the City of Newport Beach (City) hope to re- establish adequate water depths along the federal channels and to improve navigation safety for the high volume of sea -going vessels entering and leaving New- port Bay. The dredging of contaminated sediments may have a long -term positive effect on the environment due to the removal of contaminants that could potentially become exposed to marine life if left in place. Dredging Requirements & Contaminated Sediment Management Overview of Dredging Requirements Current Dredging Needs: Based on the June 2008 bathymetry survey conducted by the USACE, approximately 1 million cubic meters (1.3 million cubic yards) of sediment has accumulated above the authorized Operations and Maintenance (O &M) depths within actively maintained Federal areas of responsibility (USACE). Based on the results of recent chemical and biologi- cal testing data of the accumulated sediments, conservative projections indicate approximately 60 percent of these sediment are suitable for ocean disposal exact number to be determined during the dredging approval process), with the balance not likely to pass suitability for this management option. These remaining sediments will instead require some form of treatment or alternative disposal. These totals are summarized below: summary of pera on an aintenance Dredge Volumes by US CE C'anne Reac Federal Channel Segment Estimated O &M Volume (Cubic Meters) Entrance Channel 40,580 Corona Del Mar Bend 2,150 Balboa Beach 79,370 Harbor Island Reach 74,570 Lido Island Reach 157,500 Turning Basin 63,740 West Lido Area A 51,710 West Lido Area B 38,020 Newport Channel 187,050 Yacht Anchorage 359,220 Bay Island Anchorage 14,690 Upper Channel 37,050 North Anchorage Area 5,720 South Anchorage Area 9,800 Balboa Island Channel 40,520 1 -Lower Newport Bay CAD Site Feasibility Study, Anchor QEA,L.P., 2009 In addition to the contaminated material from the federal O &M channel, there are several other areas of contaminated sediment in the Lower Newport Bay that also require some form of management. Not all of these areas are the responsibility of the City. Dredging Requirements & Contaminated Sediment Management Non - Operations and Maintenance Sources of Contaminated Sediments from Lower New ort Ba z Estimated Volume of Source Contami- nated Sedi- Responsibility ment (cubic meters) Rhine Channel 100,584 City and Various Shoreline Tenants Private/ Commercial Facilities 10,000+ Various 1 -Lower Newport Bay CAD Site Feasibility Study, Anchor QEA,L.P., 2009 Future Dredging Needs: Based on models developed by USACE in the late 1990s and historic deposi- tional records, approximately 1 to 1.5 million cubic yards of sediment will be transported through, with a significant volume settling in the Lower Newport Bay in a 15 -year cycle. However, these models do not account for hydrologi- cal changes that will be implemented with the most recent designs for the Upper Newport Bay Restoration Proj- ect. In addition, these models do not assess the impact of current dredging operations in Upper Newport Bay, which remove only the coarse grain size fraction. This model does not account for volumes by grain size fractions; therefore, sedimentation patterns cannot be predicted and are confounded by the current dredging operations in Upper Newport Bay. A model that incor- porates grain size fraction information is needed. Additional data would need to be established to determine sedimentation rates and future dredging needs. The City has a Regional General Permit (RGP) 0, which is a 5 year renewable permit that al- lows property owners to apply to the City for permission to dredge within their dock area. This permit allows for up to 20,000 cubic yards of sediment to be dredged each year. In the past 30 years, about 357,000 cubic yards of sediment was dredged under the RGP. About 170,000 cubic yards was disposed of at LA -3, and about 187,000 cubic yards was used for beach replenish- ment. Dredging Requirements Fr Contaminated Sediment Management Mi.] Based on recent bathymetry, the removal of approximately 1.3 million cubic yards (1 million cubic meters) is required to increase Harbor depths to design depths. Based on historic dredging efforts over the last 30 years, approximately 360,000 cubic yards were dredged under the RGP and 289,000 cubic yards were dredged by the USACE in the federal channels. Assuming sedimenta- tion rates stay the same or diminish, addi- tional dredging is needed over the next 30 years to maintain Harbor depths. Options for Management of Sediment Ocean Disposal Suitability of dredged material for ocean dis- posal is based on MPRSA Tier III analysis as described in the Ocean Testing Manual. Tier III analysis includes sediment chemistry, solid phase toxicity tests, suspended partic- ulate phase toxicity tests, and bioaccumula- tion tests. Dredged material from Newport Bay for ocean disposal will be placed in the USEPA designated LA -2 or LA -3 disposal sites. LA -2 is located within Los Angeles County, approximately six nautical miles from the entrance of Los Angeles Harbor. LA -3 is located within Orange County, ap- proximately 4.5 nautical miles from the en- trance of Newport Harbor. Sustainable Sediment Management Alternatives Dredging requires processing and handling of sediments, which are typically removed from a system and placed in nearshore ocean disposal sites or in confined disposal facilities (CDF). Often this is done without considering alternative beneficial uses of the sediment. For some dredging projects, disposal issues can be problematic result- ing in postponements or even cancellation of dredging at harbors. However, sediments which do not exceed predetermined crite- ria may be a viable source for beneficial use projects where some type of soil or fill is needed. Beneficial use includes a wide variety of op- tions that utilize dredged material for a pro- ductive purpose. Beneficial uses of dredged material may make traditional placement of dredged material unnecessary or at least reduce the level of disposal. The broad cat- egories of beneficial uses, based on the func- tional use of the dredged material or site, de- fined by the USACE (1987) are as follows: • Beach nourishment- the strategic place- ment of large quantities of beach quality sand on an existing beach to provide a source of nourishment for littoral movement or res- toration of a recreational beach ■ • Shoreline stabilization- the use of mate- rial to create berms or embankments at an orientation to the shoreline that will either modify the local wave climate in order to improve shoreline stability, or alter the wave direction to modify the rate or direction of local sediment transport • Landfill cover for solid waste manage- ment- the use of material at landfills as daily or final cover, and as capping material for abandoned contaminated industrial sites known as " brownfields ' *Material transfer - the use of dewatered dredged material as construction fill for roads, construction projects dikes, levees Dredging Requirements & Contaminated Sediment Management Management of Materials Not Suitable for Ocean Disposal The long history of commercial and recre- ational boating uses, as well as the urban- ization of the watershed, has contributed to sediment toxicity and chemical contamina- tion of Newport Bay. Contaminant chemi- cals and metals have accumulated within the Bay's sediments, reaching levels that ex- ceed sediment quality standards in specific portions of the Bay, such as the Rhine Chan- nel. As a consequence, sediment manage- ment and treatment strategies are necessary to control and remediate sediment contami- nation in order to comply with state regula- tions and enhance the environmental condi- tions within the Bay. In doing so, sediment management has the potential to contribute to the goals set forth in the Newport Beach Harbor and Bay Element. Options for contaminated sediment manage- ment in Southern California are documented in the Los Angles Contaminated Sediment Task Force (CFTS) Long -Term Management Strategy (LTMS), and the Los Angeles Re- gional Dredged Material Management Plan (DMMP). These documents were used as the basis to develop potential management op- tions for evaluation relative to Lower New- port Bay sediments. The options being con- sidered by the City include: • Future Port Fill in the Ports of Los Angeles or Long Beach -On-site (On- shore) Treatment Facility -Upland Disposal to a Landfill -Long Beach Confined Aquatic Disposal (CAD) site posal (CAD) site In order to address an ongoing goal of the Council, the Newport Beach Harbor Com- mission and the community, the City is working with USACE to take the necessary steps in planning for a Lower Bay dredging project. Before materials may be dredged, there needs to be disposal solutions for con- taminated sediments. The City is currently studying these options and evaluating the most cost effective alternative. Benefits of Managing Contaminated Sedi- ment: Effective management of contami- nated sediments within the Bay will have several environmental, social, and economic impacts. Upper Newport Bay is a State Eco- logical Reserve 0 and one of the last large undeveloped wetlands in southern Califor- nia. It is a home to a variety of threatened species. Removal and treatment of contami- nated sediments can enhance the floral and faunal communities of the Bay, benefiting not only those organisms that inhabit the sediments, but also fish and invertebrates that feed on the benthic infauna. Lower New- port Bay is a major recreational destination for tourists and locals. Reducing sediment contamination will improve water quality, which has the potential to increase the level of recreational uses within the Bay, such as swimming, fishing, and sailing. Potential management alternatives for con- taminated sediment include: • shoreline stabilization (fill behind bulk- heads) • landfill cover for solid waste management, and -Newport Harbor Confined Aquatic Dis- A Dredging Requirements Fr Contaminated Sediment Management Confined Disposal Facility (CDF) Upland Walkway Disposal Site Fill for New Boardwalk (Material Transfer) Old Bulk _ In situ Capping Head — Confined Aquatic / DisposalSite Potential Management Options for Sediment • material transfer (all discussed above) as well as: •Monitored Natural Recovery- the use of naturally occurring processes to contain, destroy, or reduce the bioavailability or tox- icity of contaminants in sediment. It is nec- essary that contaminants are at relatively low concentrations throughout the area and the area does not require dredging to meet the City's needs. Given specific site charac- teristics, this remediation option is most ap- propriate if the expected risk of exposure to humans and aquatic organisms is relatively low and when the site is a sensitive habi- tat that may be permanently damaged by dredging or capping, such as eelgrass habi- tat. • In situ Capping- the covering or capping the contaminated sediment in place with a clean material. In situ capping may be more appropriate than dredging/ excavation when there is risk of contaminant exposure during removal activities, or residual contamination at a site. • Confined disposal facility (CDF)- an engi- neered structure bound by confinement dikes for containment of dredged material. CDFs serve as a dewatering facility and can be used as a processing, rehandling and /or treatment area for beneficial use of dredged material. Dredged material may be placed temporarily or permanently in the CDF. • Confined aquatic disposal (CAD)- a process where dredged material is disposed at the bot- tom of a body of water, usually within a natural or constructed depression (i.e. created specifi- cally for the disposal) or a relic borrow -pit cre- ated during previous construction activities. A CAD facility is under evaluation for the Lower Newport Bay. This option may also include the use of the CAD facility in Long Beach. Dredging Requirements & Contaminated Sediment Management • On -site Treatment- Certain treatment technologies may be applied to the dredged material to reduce contaminant exposures to acceptable levels. Treatments involve re- ducing, separating, immobilizing and /or detoxifying contaminants, and could be ap- plicable either as stand alone units or com- bined as part of a treatment train. • Upland Landfill Disposal - Contaminated sediments are dewatered then transported 22 to a permitted landfill for disposal. This requires an area for temporary storage and dewatering of the dredge material prior to transport off -site. • FiIl Material for Future Port Expansion - Expansions are planned for the Ports of Los Angeles and Long Beach. If dredging of the Lower Bay could be timed with these expan- sions, this options provides a very cost effec- tive alternative since dredged materials can Aquatic Mercury Cycle Deposition Q Q Deposition I I Volatilization Volatilization and Deposition and Deposition Hg(II) Deposition Ped "` "on Hg(0) oe"'etnY /at_on CH3 Hg Deposition and Runoff and Runoff L—D Hg(II) Outflow CH, Hg <—J t� outflow o Methylation outflow o °o Biomagnification °° --------------------------------------------------------- Sedimentation Diffusion/ Sedimentation Sediment °o Resuspension r1 v A 1 ° Dredging Requirements Fr Contaminated Sediment Management be loaded on to barges and transported to the Ports. The challenge for this option is the coordination of schedules between the projects. An evaluation of the alternatives favoring the use of a CAD site in Lower Newport Bay is presented in the Lower Newport Bay CAD Site Feasibility Study, Anchor QEA, L.P., April 2009. Contaminants of Concern within Sediment Agricultural activities, commercial and rec- reational boating uses, and urbanization of the watershed, has resulted in widespread contamination in Upper and Lower New- port Bay sediments. The primary contami- nants of concern include DDTs, mercury, copper, and pyrethroids. DDTs Widespread DDT contamination in the Bay is the result of historical agricultural activi- ties in the watershed. Organochlorine pes- ticides, such as DDT, were widely used as pesticides from the mid -1940s to the 1970s. San Diego Creek meanders through histor- ical agricultural farmland that are impact- ed with DDT, and its breakdown products DDE and DDD. The soils are transported to the Bay by runoff. Mercury Possible sources of mercury in the Bay in- clude historical antifouling boat paints, historical shipyard activities, the natural lo- cally occurring geological material known as cinnabar, and mercury mining in the watershed. Mercury mining occurred at Red Hill mine between 1880 and 1939, and the San Diego Creek may have transported sediment containing mercury into the Bay. Natural processes can change the mercury from one form to another. In specific forms (methyl mercury), mercury can accumulate in living organisms and reach high levels in fish and marine mammals via a process called biomagnification (i.e. concentrations increase in the food chain). The figure below illustrates the complex chemical cycle in which mercury changes forms in the aquatic environment. Copper Sources of copper include antifouling paints, hull cleaning, cooling water, NPDES discharges, industrial processes, stormwa- ter runoff, mining and point source runoff. Copper, in a variety of formulated fungi- cides, herbicides and algaecides, is widely used in antifouling paints to control the growth of bacteria and fungus. Copper has a lithic biogeochemical cycle, therefore, it has a strong propensity for sediments and soils. Pyrethroids A possible source of pyrethroids is historic agricultural uses and residential uses. Pyre - throids are used residentially in insecticides that previously had organophosphates as the active ingredients. Pyrethroids, which consist of 40% of all pesticide products, dis- play high toxicity to a wide range of aquat- ic organisms including invertebrates. Many of these compounds are extremely toxic to fish. They are usually not sprayed directly onto water, but they can enter lakes, ponds, rivers, and streams from rainfall or runoff from agricultural fields and eventually find their way to coastal areas. Dredging Requirements & Contaminated Sediment Management 23 Potential Steps Forward Related Potential Steps Forward for near- or long -term management of dredging programs and sediment management programs include: Phase 1— Near -Term Solution for Management of Dredged Materials and Maintenance of Navigational Depths 1. Sediment Management Plan - This Plan is currently under development. A Conceptual Development Plan focusing on the Lower Newport Bay CAD Site was completed in April 2009 (Anchor QEA, L.P.). a • Management of Materials Meeting Ocean Disposal Suitability Requirements b. Management of Materials for Beneficial Use i. Review of alternatives using logistical, technical, and economic feasibility evaluation criteria. ii. Geotechnical evaluation for construction or bulkhead restoration suitability. c. Management of Materials Unsuitable for Either Ocean Disposal or Beneficial Use i. Identification of sediment rehandling facility. if. Identification and evaluation of Confined Aquatic Disposal (CAD) facilities/ alternatives. 2. MPRSA Tier III Evaluation - 6 months 3. Master Dredging Plan and Schedule - 6 months a • Design and Dredging Requirements b. Schedule Including Consideration of Environmental Windows c. Identification and Mitigation of Potential Impacts: Habitat, Water Quality, Harbor Activities, Navigation and Public Access, Noise, Aesthetics, Air Quality �. Equipment and BMPs Phase 2 — Long -Term Solution Management of Dredged Materials and Maintenance of Navigational Depths (. Sediment Transport Study - 9 months a • Data Collection, Analysis and Modeling b. Forecasted Sediment Budget for Lower Newport Bay and Estimate of Future Dredging Needs 2. Sustainability Plan for Maintenance of Harbor Channels - 6 months a. Identification and Discussion of Significant Load Sources (Contaminants and Sedi- ments) b. Identification and Discussion of Relevant BMPs for Reduction of Source Loadings c. Identification and Discussion of Potential Future Development Impacts d. Long -term Management Plan for Future Dredging Needs Dredging Requirements Fr Contaminated Sediment Management Beneficial Vse Criteria /Rating Water Quality Marine Resource Protection (ASBS) Habitat PYOYCCtlOYfl Enhancement Community/ Public O Access Water Conservation O Channel Maintenance Flood Control Berthing Management Recreational Opportuni- ties Sustainabil- ity Eelgrass Capacity and Management Tools Introduction The marine resources of New- port Harbor are diverse and rich, and are extremely important to the health and maintenance of nearshore coastal resources. The City is committed to achieving a sustainable Newport Harbor Area through the protection and improvement of harbor marine resources, balanced with the economic value of recreational uses of the Harbor. One of the most important bio- logical resources within New- port Harbor is eelgrass (Zostera marina). Eelgrass meadows (and sub units called "beds' and "patches") are important habitat for invertebrates as a source of food, substrate for attachment, and protection for numerous fish and invertebrate species. The vegetation provides protec- Eelgrass Capacity £r Management tion while it serves as a nursery for many juvenile fishes, including spe- cies of commercial and /or sports fish value (i.e., California halibut and barred sand bass). Key Issues: While eelgrass serves an important ecological resource within Lower Newport Harbor, it often con- flicts with other beneficial harbor uses, particularly those related to tourist and residential boating and naviga- tion. Dredging ■ and maintenance of navigational channels, construc- tion and maintenance of bulkheads, piers and docks, and nourishment of beaches L directly impact eelgrass through burial or removal of vegeta- tion, shading impacts, and a loss of eelgrass function as a wildlife habitat. Thus, eelgrass is a protected habitat that must be safeguarded and bal- anced with other beneficial uses. • Eelgrass habitat is considered wetland habitat by State of Califor- nia and federal wetland definitions and is protected by a no -net loss wetlands policy. • Eelgrass is considered Essential Fish Habitat under the Magnuson - Stevens Fishery Management and Conservation Act • Eelgrass is protected under NEPA and CEQA The City has an adopted, Coastal Commission- approved land use plan (LUP). The LUP ac- knowledges that the need to maintain and develop coastal- dependent uses may result in im- pacts to eelgrass. To mitigate the potential impacts to eelgrass of dredging and development, the LUP requires avoidance where possible and restoration where avoidance is not practical. Development of an Eelgrass Management Plan for Newport Harbor will protect eelgrass to ensure a sustainable population while maintaining all of the Harbor's beneficial uses. Figure 1: Harbor Entrance Channel Current Eelgrass Distribution The distribution of eelgrass increased from about 3 acres in 1993 to over 100 acres in 2003 -2004, and then �. decreased to 70.7 acres in 2006 -2008. Areas of great- est eelgrass abundance in Newport Bay during 2003- 2004 included the harbor entrance channel (Figure 1), and the shorelines of Corona del Mar (Figure 2), Balboa Island (Figure 3), Harbor Island /Beacon Bay, Balboa Channel yacht and marina basins, and the channels that surrounded Linda Isle (Figure 4). Upper Newport Bay (Figure 5) had a significant ee- lgrass meadow around the southern one -half of the DeAnza /Bayside marsh peninsula and nearby the Castaways site on the west side of the Channel. Re- cent mapping in 2006 -2007 documented an eelgrass acreage decline of 24 %. Declines occurred primarily in Upper Bay (Figure 6), in the channels surrounding Linda Isle and Harbor Island, and along the north shoreline of Balboa Island (Figure 3). Figure 2: Corona del Mar Reach ai Figure 3: Balboa Island Eelgrass Capacity Er Management Figure 4: North Harbor, around Linda Isle Figure 5: Upper Newport Bay Figure 6: Lido Isle Ranch Eelgrass Capacity fr Management 7mugh variable on a biannual basis, ie eelgrass population has increased i abundance over the last 15 years kely due to several factors: Improvement in water clarity; Highly favorable growing conditions during low rainfall years where the concentration of suspended sediments is decreased; Better management of dredge and fill projects; * Increased environmental awareness of the importance of eelgrass; and • More systematic, repetitive methods of mapping eelgrass vegetation 27 Current Challenges to Establish Sustainable Eelgrass Populations in Newport Harbor The most critical challenges to eelgrass populations and their establishment are (1) the presence of availability of suitable intertidal and subtidal soft - bottom habitat (2) maintaining adequate water quality ■ and underwater light conditions to pro- mote eelgrass growth and health and (3) maintaining a balance between the natural resources within Newport Harbor with the uses of Newport Harbor as a viable recre- ational boat harbor so that the areal cover and health of eelgrass vegetation continues to serve an important function as a habitat for marine life. v c 0 N c 0 3 a �i _H H h Q i N W r\ N i d> W These challenges are particularly important because eelgrass mitigation projects can- not be successful unless specific habitat requirements are met for the establishment and growth of eelgrass. Based on water and habitat quality, ecological zones of eelgrass population health are apparent. Eelgrass distribution in Newport Harbor can be di- vided into three zones: (1) a Stable Eelgrass Zone (green) that includes areas where tidal flushing is between approximately 0 and 6 days, (2) a Transitional Zone (yellow) where eelgrass acreage is susceptible to large -scale variability and tidal flushing is about 7 to 14 days; and (3) an Unvegetated eelgrass zone (red) where tidal flushing ranges between 14 days and 30 days and the amount of eel - grass present is insignificant. Eelgrass Capacity £r Management Developing an Eelgrass Management Plan Current and future Harbor infrastructural improvement projects such as maintaining safe navigable waters; the renovation and construction of piers, docks, and seawalls; and replenishing the Harbor's beaches will affect the distribution and abundance of eelgrass and will require programs to com- pensate for eelgrass habitat losses. Thus, understanding governing regulations, the constraints for eelgrass success in various regions of the Bay, and identifying specific mitigation options for eelgrass losses are important to consider. Ensuring a Healthy Population While eelgrass occurs throughout many regions of Newport Bay, its structure and function varies widely from region- to -re- gion and from year -to -year. Mitigation for losses of eelgrass habitat must be focused in areas where suitable habitat requirements are met for size of the habitat, sediment types, depth, and light intensity, and where eelgrass will survive and flourish over the long term. Based on the historical changes of eelgrass distribution, on the results of eel- grass mitigation successes and failures, and on the limited suitable water and habitat Best Management Practices for Eelgrass quality that is needed to support a healthy eelgrass population, high priority should be given to maintaining and creating a sus- tainable eelgrass population in the Stable Eelgrass Zone (Figure 7). Implementation of an Eelgrass Management Plan The City of Newport Beach would be re- sponsible for developing, overseeing, and enforcing compliance with the Eelgrass Management Plan. The City would be responsible for eelgrass surveying, imple- menting programs to establish eelgrass populations, monitoring the success of the programs, and conducting periodic, bay - wide eelgrass surveys. Under such a con- cept, the City would protect and promote a shallow water eelgrass population. As long as the sustainable eelgrass population remains above a determined quantity then a certain small amount may be impacted per year. Should the shallow water eelgrass population drop below the approved quan- tity, increased mitigation measures and decreased allowable annual impacts will be implemented in a phased manner. 1. Avoid and minimize damage to existing eelgrass bed resources. 2. Educate boat owners and property owners as to the importance of eelgrass within New- port Harbor so that they take "ownership" in their project and view eelgrass as a positive outcome of their project. 3. Create and maintain a sustainable eelgrass population in the Stable Eelgrass Zone should the threshold value of eelgrass populations in Newport Harbor fall below the minimum amount. Eelgrass Capacity fr Management Close coordination will be needed between the City of Newport Beach, the Department of Fish and Game, and the National Marine Fisheries Service in order to develop special conditions that will be effective in making the Newport Beach Long -term Eelgrass Management Plan a success, and at the same time, responsive to agency concerns. The Eelgrass Management Plan would develop guidance to (1) maintaining a base amount of eelgrass based upon identified eelgrass threshold capacity measurements and using BMPs to en- sure this threshold capacity is maintained, (2) implementing programs to maintain and establish sustainable eelgrass populations in areas affected by disturbances, or into the created habitat using innovative and cost - efficient methods if necessary to maintain a determined sustainable eelgrass population, and (3) monitoring the success of the sustainable eelgrass population over the long term. Building a Sustainable Eelgrass Population Establish a sustainable eelgrass population in the Stable Eelgrass Zone. The deeper channel waters beneath Mooring Area B seaward of the southern perimeter of Balboa Island encompass a maximum of about 28 acres of bay floor that could potentially be modified to support a sus- tainable eelgrass population. Selected site (or sites) could be engineered to provide for (1) long- term stability from the effects of sediment scour and /or sediment deposition, (2) appropriate depth ranges to support a sustainable eelgrass population, and (3) adequate depths to maintain safe navigation and boating. The creation of new shallow -water habitat in the Harbor would also present an opportunity to establish both a confined disposal site to manage contaminated, dredge sediments from Newport Bay dredging projects as well as maintain a sustainable eel - grass population. Additional actions that can be taken to provide a healthy eelgrass populatoor • Improving water quality by the reduction of nutrients from San Diego Creek. • Decreasing sediment loading, specifically finer sediments, from San Diego Creek. • Reducing shade associated with docks and piers to increase light penetration. Eelgrass Capacity Er Management 30 Potential Steps Forward 1. Identify appropriate needs relative to future watershed and harbor activities to gauge the extent of required sustainable eelgrass management. Develop an ecosystem approach Eelgrass Management Plan (EMP) rather than managing eelgrass project on an incremental basis. 2. Meet with stakeholders and identify concerns, constraints, and permitting issues based on what will be required for future dredging and infrastructure improvements in Newport Harbor. It will be critical to as milting and t , of the program early on to assess the ability of the City to implement an Eelgrass Management Plan. Early agency involvement with the Coastal Commis- sion, U.S. Army Corps of Engineers, State Lands Commission, State Water Resources Control Board, and resource agencies (NMFS, USFWS, and CDFG) is critical to ensure that there is sufficient agency understanding and support for such a criti- cal undertaking. 3. The EMP will promote a system -based approach; the key metric of eelgrass protection is the maintenance of a sustainable shallow water eelgrass population of at least 20 acres. The focus of the City's management will be to protect and promote shallow water eelgrass populations and as long as the sustainable eelgrass population is above 20 acres, no more than 2 acres of eelgrass impacts will be permitted per year conditioned on com- pliance with best management practices for avoiding eelgrass disturbance where possible. Should the shallow water eelgrass population fall below 20 acres, increased mitigation measures and decreased allowable annual impact will be implemented in a phased manner. +. The City of Newport Beach will assume lead responsibility for the preparation and imple- mentation of the Eelgrass Management Plan. The City will enforce compliance with the plan, subject to agency its management role, the City, rather than individual residents, will be responsible for surveying and data gathering, while relieving individual property owners of a burden they generally lack the expertise to effectively carry. 5. The City will of Newport Beach will identify primary and alternative locations in the Stable Eelgrass Zone capable of supporting the maximum amount of sustainable eelgrass required for future projects should it be necessary to create additional Stable Eelgrass Zone eelgrass populations. I (grass Zone that have a potential to be utilized Jor mitigation bauk>ites. conduct side scan sonar nmpping anweys, physical model- ing, and field studies in potential sustainable eelgrass areas to evaluate erosion, sedimentation, and other process that will be required to refine site selection. b. The City will prepare a draft Eelgrass Management Plan (DEMP) and negotiate a Final Sta- ble Eelgrass Zone Management Plan (FEMP) with the National Marine Fisheries Service, the California Department of Fish and Game, the U.S., Army Corps of Engineers, and the Califor- nia Coastal Commission. Upon completion of the FEMP, the City shall a =ran+ me a view of the plan for consistency with provisions of the City of Newport Beach Local Coastal Plan and the Regional General Dredging Permit (RGP) �. %, Once in place, the City will implement and manage the FEMP. Following implementation, the City will review the success of the EMP at five -year intervals to determine the effectiveness of the program, identify any required changes to the program, and implement if necessary, adaptive management to ensure the key program metrics are being met. 8. Establish an Eelgrass Management Plan web site. Lastly, the City should consider establishing a web site that will track project implementation and achievement of key metrics for public review. This will also assist the City in providing suggested public educational outreach for the project. Eelgrass Capacity & Management Beneficial Vse Criteria /Rating Water Quality O Marine Resource O Protection (ASBS) Habitat Protection/ O Enhancement Community/ Public • Access Water Conservation O Channel Maintenance Flood Control C Berthing Management Recreational Opportuni- • ties Sustainabil- ity cl 32 Beach Replenishment Strategy Introduction Natural beaches are dynamic landforms altered by wind and waves in a continual process of creation and erosion. River sedi- ments are the source of 80 to 90% of beach sand; some beaches are built to great widths by sediments washed to the sea by large storm events and then gradually erode through wave and other process. After the construction of the Lower Bay, beaches are modified through human processes. Definition: Beach replenishment or nourishment refers to the stra- tegic placement of beach - quality san d on an existing beach to pro- vide a source of nourishment for littoral movement or restoration of a recreational beach. Gener- 1 " ally, beach nourishment projects are carried out along beaches where a persistent erosional trend exists. To carry out a beach nourishment project, sediment with physical characteristics similar to the native beach material is mechanically or hydraulically placed. Beach replenishment has proven to be cost - effective and environmentally ac- ceptable method of maintaining the recreational, aesthetic, and shore pro- tection aspects of beaches within the Lower Bay. Key Issues: There are over 30 beaches located in Lower Newport Bay. The beach uses and needs vary. Several issues have prevented efficient man- agement of beach replenishment proj- ects. A formal system is not in place to manage and prioritize beach re- plenishment projects. Components of the RGP ■ restrict the application of dredged material on beaches. 1. No management system in place to prioritize selection of beaches for re- plenishment. 2. No management system is in place to characterize and prioritize dredged material 0 for beneficial uses. 3. Eelgrass ■ habitat restrictions: The proximity of eelgrass beds can limit the opportunities to replenish the beaches. Currently, beach replenishment can- Beach Replenishment Strategy not be conducted in areas where eelgrass is found within 15 feet of the replenishment footprint. If eelgrass is found within 15 to 30 feet of the replenishment footprint, pre -and post - monitoring surveys are required. 4.Under the RGP, only small volumes ( <1000cy) of dredged material from the Lower Bay can be beneficially used to nour- ish compatible beaches. 5.Maintenance of sands on replenished beaches Development of a Beach Replenishment Program The City will benefit from developing a cen- tralized management program to be run by the Harbor Resources division. An Alterna- tive Matrix has been developed as part of this program that can be used to develop a long -term analysis tool as data become avail- able. This interactive table can be modified as priorities and opportunities change. The Alternative Matrix is a tool to qualitatively rank beaches for their replenishment capac- ity and need. All beaches are evaluated by their access and popularity, sand capacity, constructability, and proximity to eelgrass. Values for each criteria range from 1 to 3 with 1 being poor performance and 3 being good performance within that criteria. Also, the criteria are weighted from 1 to 3 based on their level of importance, with 3 being most important. For example, access & pop- ularity is very important so that criteria re- ceives a weight of 3, while constructability is least important, receiving a weight of 1. Each beach and criteria combination has a subtotal calculated as the criteria value times the importance weighting. The beaches that would benefit the most from replenishment have the highest total and the lowest rank. Based on existing available data, the Alter- native Matrix shows that Marina Park, Edge - water/Montero, and China Cove all rank very high for beach replenishment since these beaches all have a recreational need, can accept significant quantities of sand, are easily constructed, and are far enough from eelgrass to be permitted. Pirate's Cove, Lake St., 10th St., and M St. also rank well for beach replenishment. 5 IWO"- Amp, Beach at Marina Park Beach at Edgewater and Montero Avenues 34 Beach Replenishment Strategy As material is dredged, grain size compat- ibility information should be collected to de- termine the best location for placement op- tions. Grain size data for the many receiver beaches is not yet organized in one report. Many of the beaches have been maintained by individual homeowners or homeown- ers associations and sampling data may be available from those individuals or groups. While it is beyond the scope of this study, development of an evolving database of all Beach Replenishment Strategy replenishment sources and receiver beaches would be useful for grain size compatibil- ity analysis to support the Beach Replen- ishment Alternative Matrix. General rules for grain size compatibility are that the re- plenishment source material must be either greater than 80% sand or at least 75% sand and no more than 10% difference in sand content between the source and receiver beach. 35 0 Increase volume of material to be beneficially used for beach replenishment in the RGP M Include beach replenishment projects in the Eelgrass Management Plan A sand study was begun in 2007 to assess sand management and beach improvement options for Balboa Island. The study is to focus on quantifying existing conditions of sediment trans- port and effects from natural and man- induced changes. Other studies can be conducted in areas with known sand erosion problems. Potential Steps Forward: The following steps are made for improving the effectiveness of the Beach Replenishment Program: 1) Include the following additional data in the current Alternative Matrix table: a) cost /benefit analysis; b) source and receiving beach compatibility; and c) quantification of how long beach sand will stay on each beach. Data needs include: receiver beach grain size data, replenishment source grain size data, estimates of replenishment capacity at each beach, and public access status of each beach. Based on the Alternative Matrix, Marina Park, Edgewater /Montero, and China Cove have a recreational need, can accept significant quantities of sand, are easily con- structed, and are far enough from eelgrass to be permitted. Pirate's Cove, Lake St., 10th St., and M St. also rank well for beach replenishment. 2) Develop Eelgrass Management Plan and determine if these banks can be used for beach replenishment mitigation. This would significantly reduce restrictions on beach replenishment placement locations. 3) Modify the RGP 0 to simplify and streamline the special conditions and increase the 1,000 cubic yard quantity limit. This would allow the resumption of maintenance dredging and beach replenishment by individual homeowners and homeowners associations. 4) Expand sand movement studies along Balboa Island to other areas within Lower Newport Bay to develop a better understanding of sand movement at other beaches in Lower Newport Bay. Beach Replenishment Strategy W Beneficial Use Criteria /Rating Water Quality 0 Marine Resource Protection O (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel O Maintenance Flood Control O Berthing O Management Recreational Opportuni- O ties Sustainabil- ity O %A1,+, n. I ;.,, Water Quality Introduction The City of Newport Beach (City) is committed to achieving a sustainable Newport Harbor Area (Harbor Area) through protection and improvement of water quality. Water quality is a key link in addressing community needs, regulatory requirements, and the health and diversity of the surrounding ecosystems to the Harbor Area. The City's strategy toward achieving this vision begins with an evaluation of the current health and water quality of the Harbor Area and identifying the sources of impacts to it. Based on this understanding, strategies will be developed to protect wa- ter quality in the Harbor Area through the implementation of best management practices (BMPs) supplemented by co- ordination with other regional water quality protection mea- sures, community outreach, and education. The end goal is to create a Strategic BMP Im- plementation Plan (BMP Plan) Table 1: Beneficial Uses for Waters in the Newport Harbor Area to strategically implement water quality BMPs that is coordinated with Harbor Area beneficial uses and addresses current and future pollutants entering and discharging from the Upper and Lower Newport Bay. The strategic plan will also coordinate with the watershed, Upper Newport Bay, and coastal plans and projects to create a sus- tainable water quality improvement plan maintained through iterative effectiveness assessment of the implanted water quality protection, preservation, and improvement measures. Overview of Water Quality Issues The Newport Harbor Area faces signifi- cant water quality challenges as identified through regulatory action and a number of special studies recently undertaken by the City of Newport Beach and other watershed stakeholders. The Harbor Area, located in the Lower Bay, is the nexus between the highly urbanized upstream watershed, the ecologically sensitive Upper Newport Bay and the receiving waters of the Pacific Ocean. The Harbor Area is also functioning small boat harbor surrounded by small busi- nesses, private residences, and municipal fa- cilities and has over 9,000 boats berthed in the Lower Bay. The Lower Bay also serves as a major Southern California recreational destination, attracting both visitors and lo- cals to take advantage of a variety of water - related activities. The Upper Newport Bay in addition to sup- porting high value habitat serves a num- ber of recreational uses that include a small boat marina for approximately 670 slips and 620 dry storage spaces (data from Newport Dunes and DeAnza), public boat launch ramp, and an aquatic recreational facility. Potential sources of pollutant inputs there- T a a v y O v a c O c io m m is Z E :o N !6 C O O P N C L N x N J° C T d N A 3 o m° '@ 'g m m :°. �i ? v v 2 m a 'c a = m x 3 o x N M D N C L 75 O O E a E F_ m o m m O N O N Q D N N Q 0 U w m W N Bays, Estuaries, and Tidal Prisms Lower Newport Bay • 1 • 1 • • 1 • • 1 • • Upper Newport Bay • 1 • • • • • • • • • Channels Discharging to Coastal or Bay Waters • • • • • Ocean Waters SWQPA (formerly ASBS) • • • • Newport Bay • • • • Inland Surface Streams Buck Gully • 1 • 1 1 • 1 • Morning Canyon • • San Diego Creek Reach 1 - Below Jeffries Road • • • Table 1: Beneficial Uses for Waters in the Newport Harbor Area to strategically implement water quality BMPs that is coordinated with Harbor Area beneficial uses and addresses current and future pollutants entering and discharging from the Upper and Lower Newport Bay. The strategic plan will also coordinate with the watershed, Upper Newport Bay, and coastal plans and projects to create a sus- tainable water quality improvement plan maintained through iterative effectiveness assessment of the implanted water quality protection, preservation, and improvement measures. Overview of Water Quality Issues The Newport Harbor Area faces signifi- cant water quality challenges as identified through regulatory action and a number of special studies recently undertaken by the City of Newport Beach and other watershed stakeholders. The Harbor Area, located in the Lower Bay, is the nexus between the highly urbanized upstream watershed, the ecologically sensitive Upper Newport Bay and the receiving waters of the Pacific Ocean. The Harbor Area is also functioning small boat harbor surrounded by small busi- nesses, private residences, and municipal fa- cilities and has over 9,000 boats berthed in the Lower Bay. The Lower Bay also serves as a major Southern California recreational destination, attracting both visitors and lo- cals to take advantage of a variety of water - related activities. The Upper Newport Bay in addition to sup- porting high value habitat serves a num- ber of recreational uses that include a small boat marina for approximately 670 slips and 620 dry storage spaces (data from Newport Dunes and DeAnza), public boat launch ramp, and an aquatic recreational facility. Potential sources of pollutant inputs there- fore also exists in the Upper Bay that need to be addressed as part of a watershed man- agement program for which this HAMP provides a key element along with the Cen- tral Orange County Integrated Regional and Coastal Watershed Management Plan (San Diego Creek, Delhi Channel and Coastal Canyon Creeks Watersheds) and the New- port Coast Watershed Management Plan (ASBS). Key water quality challenges in the Harbor Area include understanding constituent loadings from regional upstream sources in the San Diego Creek Watershed, contri- butions of constituents from local sources within the Harbor Area, potential cross - contamination from sources outside the Bay, and Bay discharges of degraded water quality to sensitive marine areas outside the Harbor. The Water Quality Control Plan for the Santa Ana River Basin (Basin Plan) lists Newport Bay as a tributary to the Pacific Ocean and also serves as the receiving wa- ters for San Diego Creek. Located just out- side the Harbor are two areas designated by the State as Areas of Special Biological Sig- nificance (ASBS) that are subject to special protections under the California Ocean Plan (COP). Table 1 summarizes the Basin Plan beneficial uses for the waters in and adjacent to the Harbor Area. 7V m Y C7 L) L a) 3 r. 0 T 0- Co m m Z � a) a j r 0 T M Q 3: co Z —y C c K s U 0 FM d 0 c Y d U -r- u d TMDLs Nutrients • • • Pathogens • • Pesticides • • • Sedimentation • • 303(d) Listings Chlordane • • Copper • • • DDT • • Fecal Coliform • • Lead • Mercury • Metals • PCBs • • • Sediment Toxicity • • • Selenium • Total Coliform • Toxaphene • Zinc • Table 2: Impaired Water Bodies and Pollutants of Concern in the Newport Harbor Area Based on the Basin Plan beneficial use des- ignations and the COP, water bodies within and near the Harbor Area are subject to regulatory action from the USEPA, the State Water Resources Control Board ( SWRCB) and the Santa Ana Regional Water Quality Control Board ( RWQCB). The EPA and the RWQCB have implemented total maximum daily loads (TMDLs) for various constitu- ents in San Diego Creek and the Upper and Lower Newport Bay. Buck Gully Creek, the Upper and Lower Newport Bay, Rhine Channel, and San Diego Creek all are listed as impaired on EPA's 303(d) list (Table 2). The development of a cost - effective strategy to implement (BMPs) to meet current and anticipated TMDLs, other regulatory driv- ers, and existing City planning documents and ordinances is a key component in effec- tively addressing water quality issues in the Upper and Lower Bay. Key Questions and Coordination with Current Programs Water quality is a key component to bring together diverse water resource and land use agencies, environmental groups, and other stakeholders within the region to develop management strategies. The objective of the BMP Plan is to coordinate regional and local water quality protection and improvement efforts to meet both Harbor Area beneficial use criteria and regulatory drivers within and outside the Lower Bay. Many of the is- sues in the Harbor Area involve aquatic re- sources and /or the presence or transport of pollutants in water; therefore, water quality protection and improvement is a key aspect of successful Harbor Area Management. The water quality BMP implementation strategy will include ongoing effectiveness assess- ment to evaluate the performance of water quality improvement programs in meeting the water quality goals and integration with watershed, Newport Bay and coastal plans, and BMP projects. Regionally, the Central Orange County In- tegrated Regional and Coastal Watershed Management Plan (IRCWM Plan) addresses overall water resources management needs for the Newport Bay and Newport Coast Watersheds (County of Orange, 2007). The IRCWM Plan has been submitted to the SWRCB to qualify for state and other grant funding to support numerous projects to improve water quality within and adjacent to the Harbor Area. The City has been moving toward improv- ing water quality in the Harbor through its partnering with other watershed leads on meeting the requirements of current TMDLs and requirements under its current NPDES Storm water Permit. The City has developed a Master Plan for the communities around the Harbor to include needed upgrades to storm drain systems to address flooding and water quality issues. Other water quality- related programs un- der the jurisdiction of USACE, RWQCB, County of Orange Watershed & Coastal Re- sources Division, and local environmental and restoration groups are currently being conducted in Newport Bay and the San Di- ego Creek and Coastal Watersheds. Harbor Area stakeholder coordination with these groups is key to the success of water quality improvement projects in Newport Bay. Within the Harbor Area, the City and oth- er stakeholders have already implemented %AI -a..- l .. -IZ-. Assess Existing Water Quality Data Develop Priority List of Pollutants of Concern Identify Water Quality Regulatory Drivers Identify High Loading Sources /Land Uses Develop Phased and Tiered BMP Strategies to Address Pollutants /Sources Prioritize BMPs to Address High Priority Pollutants and Provide Further Source ID/ Reduction Opportunities Identify Priority BMPs in Coordinate BMP Phased Approach to Meet "with Implementation Efforts Beneficial Use Goals Regional Stakeholders Effectiveness Assessment Monitoring and BMP Management Feedback %nl,+, n..,i ;.,, some programs that align with other city -wide water quality improvement goals such as residential and construc- tion BMPs and numerous clean water outreach efforts. However, water qual- ity improvement efforts in the Lower Bay require special consideration given the sensitive habitats of the Upper and Low- er Bay, current and future harbor main- tenance requirements, and federal, state and local regulatory actions. Harbor Area Water Quality BMP Identification and Prioritization The BMP Plan is a strategic plan that builds on the projects identified in the IRCWM Plan and other planning docu- ments. The BMP Plan provides guidance for water quality BMP efforts within the Harbor Area for issues specific to harbor stakeholders. The BMP Plan establishes an iterative activity prioritization process and implementation strategy for the iden- tification of priority pollutants in the Har- bor Area. The BMP Plan prioritization strategy is a process to implement BMPs in a cost - effective manner that considers current and future water quality issues so that BMPs are designed to accommo- date future reduction requirements with- out expensive retrofits. The strategy also implements BMPs in a phased approach in order to both assess the effectiveness of the projects as they are implemented and to continually refine the prioritiza- tion process using all available data. The BMP Plan provides a road map for wa- tershed activities within the Harbor Area that coordinates with the IRCWM and other watershed protection efforts. Linkages to Other Programs The BMP Plan has been developed in this HAMP to coordinate with existing planning documents for watershed and coastal areas. Specifically, the Phase I projects developed in the BMP Plan are consistent with projects proposed in the IRCWP for the Newport Bay Watershed for the Lower Newport Bay. Several of these projects have been included in recent grant funding applications under Proposition 84 and federal grant opportuni- ties. These Lower Newport Bay projects are linked to water quality issues in the water- shed and coastal areas that include the ASBS. Preliminary pollutant transport modeling has indicated a likely connection between the Lower Newport Bay and the ASBS; therefore, projects that improve the water quality of the Lower Bay will benefit the coastal habitats. These projects are further coordinated with the Phase I projects developed in the New- port Coast Watershed Management Plan for the seven coastal watersheds along the New- port Coast and the Upper Bay Restoration Planning. For example, the City is planning to expand the runoff reduction program to all the watersheds within its jurisdiction in order to reduce urban flows and associated pollutant loads into the Upper and Lower Newport Bay, and to the ASBS. Metals re- ductions projects in the Coastal Watersheds will be implemented on schedules similar to the copper reduction programs in the Lower Newport Bay. As presented in the BMP plan, water qual- ity improvement efforts will also need to co- ordinate with sediment control and dredge management projects. Siltation issues in the watershed and Upper Newport Bay have re- sulted in the migration of fine sediments and associated metals and pesticide pollutant loading to Lower Newport Bay. Siltation can also impact vital eelgrass beds and impact the quality of sediments and benthic com- munities. These issues can only be success- fully addressed through an integrated pro- gram that reduces the siltation loading from the watershed, maintains the inline basins in the Upper Bay, and removes impacted sedi- ments from the Lower Bay. Projects planned and underway in the watershed to reduce siltation include channel stabilization, agri- cultural BMPs, construction site BMPs, sedi- ment monitoring, natural treatment basins and installation of inline channel basins in San Diego Creek. The inline basins in the Upper Newport Bay are undergoing main- tenance to provide additional sediment re- moval. As discussed in the Up er Newport Bay Sediment Control section E , the effec- tiveness of these basins to remove the fine - grained materials requires further assess- ment. The Big Canyon Restoration project includes water quality ponds for sediment and other constituent reduction before dis- charge into the Upper Bay. These projects, along with the implementation of BMPs dur- ing dredging activities and bulkhead main- tenance and upgrades, will reduce the silt- ation to meet overall TMDL goals. As outlined in the BMP Plan, a tiered and phased approach is suggested to meet wa- ter quality improvement and TMDL goals. The BMPs proposed in the first phase of the Lower Newport Bay program focus on source control and pollution prevention and runoff reduction while also providing for the collection of effectiveness assess- ment data that may also be used to iden- tify additional water quality improvement program opportunities. These activities are consistent with the coastal watershed strategy. %A1 -1-- l .. -I:•.. Potential Steps Forward The purpose of the BMP Plan is to develop a comprehensive Harbor Area activity strategy that addresses current and anticipated pollutants and associated regulatory drivers, community needs, and ecosystem health and sustainability. The iterative prioritization and implementa- tion strategy developed for the Harbor Area provides the framework for stakeholder partici- pation and coordination in the protection and improvement of water quality in Newport Bay. Ongoing effectiveness assessment of implemented strategies will assure the coordinated and efficient use of available resources in achieving a sustainable Harbor Area plan to protect and improve water quality. Phase I of the BMP strategic plan involves using the iterative activity prioritization process to define the following water quality improvement projects. Pollution PreventioWRunoff Reduction - Copper Source Identification and Pilot Reduction Program Controlling potential impacts from copper -based paints requires first further assessment of the specific activities/ mechanisms in which copper is migrating to the sediments. Collabora- tion with ongoing studies is a potential step forward to assure the proper reduction BMPs are implemented. An initial pilot program may include implementation of a copper reduction pro- gram focused on the use of alternatives to copper -based boat paints and a BMP pilot project for boat maintenance to address potential cross - contamination impacts to the ASBS from Newport Harbor. The program will also implement an outreach program to further educate the boating community regarding the environmental effects of using copper -based antifouling paints. Pollution PreventioWRunoff Reduction - Water Quality Enforcement Cross Training Program Municipal inter - departmental coordination program designed to control non -point source discharges to the Lower Bay. The program will train Harbor Area oversight departments (Harbor Patrol, Lifeguards, Coast Guard, California Department of Fish and Game) in identify- ing potential sources of water quality degradation and increase communication to City Code Enforcement officers to report potential violations. Green Marine Initiative The Green Marina hutiative promotes and celebrates voluntary adoption of measures to re- duce waste and prevent pollution from marinas, boatyards, and recreational boats. Desig- nated "Green Marinas' are recognized as environmentally responsible businesses. The New- port Beach Harbor Commission is participating in the Green Marina Initiative program and is identifying opportunities to implement practices to control pollution associated with vessel maintenance and repair, petroleum storage and transfer, sewage disposal, hazardous and non- hazardous waste, storm water runoff, and facilities management. %Alm +, n..,I ;.,, Pollution PreventioWRunoff Reduction - Washing Activities A Water Quality Education Program designed to provide brochures and posters for Harbor Area boat users informing them of the need to reduce pollutants entering the Bay as a result of boat and dock washing activities. Pollution PreventioWRunoff Reduction- Water Quality Education for Short -term Slip Rentals A municipal inter - departmental coordination program designed to educate harbor users and visitors on the importance of water quality protection. The program will provide literature to help short -term slip tenants and mooring renters identify and reduce potential sources of water quality pollution from their vessels. Pollution PreventioWRunoff Reduction- Water Quality Inspections as part of Slip Transferability Permitting A municipal inter - departmental coordination program designed to educate and enforce water quality improvement efforts as part of the Slip Transferability Program. The City could imple- ment an inspection process linked to slip transfers so that harbor users are educated and po- tentially polluting vessels are identified prior to the slip transfer process. Pollution PreventioWRunoff Reduction- Municipal Low Impact Development (LID) Assessments A pilot assessment program to incorporate additional LID designs into municipal facilities within the Harbor Area and the Marina Park Conceptual Plan. Currently, the Marina Park Conceptual Plan indicates a Bio -Swale Filtration Area to be built adjacent to the Community Center. %AI -a-- l .. -IZ-. Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection O (ASBS) Habitat Protection/ Enhancement Community/ Public Access Water Conservation Channel Maintenance Flood Control O Berthing Management Recreational Opportuni- ties Sustainabil- ity Harbor Channel and Pierhead Lines 0 Channeland Pierhead Lines Study Definition: During and immediately following initial construction of - t- k _, •srr: h' Newport Bay, USACE established harbor lines - _ (project, pierhead, and bulkhead lines). These lines define the feder- al navigation channel - dredging limits, limits on how far piers and wharfs can extend into Bay wa- ters, and the bayward extent of bulkheads and other solid fills into Bay waters. These lines are important for maintaining safe navigation conditions through- out Newport Bay. Key Issues: The design and use of Newport Bay has been altered extensively, however the harbor lines have not been systematically adjusted since their original development in 1936. 1. Numerous basins and islands have been constructed since initial construction. 2. The type, size, and distribution of vessels within Newport Bay have changed over time to reflect changes in the market and the desires of boat owners and operators. 3. Changes in policy and regulations at the federal, state, and local levels have resulted in a different regulatory condition from that considered at the time the lines were initially established. Harbor Lines: Rules and Regulations Updating harbor lines is a multi-phase pro- cess beginning with the recommendations provided in this HAMP. After review and public input, the Harbor Commission would make recommendations to the City Council. City Council could formalize a request to the federal government to proceed with en- acting changes to the harbor lines. The Cali- fornia Coastal Act does not regulate harbor lines, but it does regulate any construction taking place in the coastal zone. The harbor lines can be modified without a California Coastal Commission permit, but any sub- sequent construction dependent on those harbor lines would still be regulated by the California Coastal Commission. While there is no explicit requirement, the public should also be informed and consulted on the har- bor line changes early in the process. Specific Conflicts DEFINITI harbor line n. 1. the line set by the federal government, delineating the area in which no obstructions to navigation are allowed. 2. In Newport Harbor, harbor lines include the project line, pierhead line, and bulkhead line. ................................. ............................... project line n. 1. the boundary of the federal project and limit of certain federal responsibilities. pierhead line n. 1. a boundary set by USACE beyond which a pier may not extend. ................................. ............................... bulkhead line n. 1. a boundary set by USACE beyond which solid fill may not be extended. -Throughout the Harbor, many beaches extend beyond the bulkhead line. This practice has evolved overtime and is likely in conflict with a strict interpretation of the bulkhead line definition. -Promontory Bay and the Grand Canal (Balboa Island) lack bulkhead lines. -Promontory Bay, Balboa Yacht Basin, Linda Isle, from Harbor Patrol through Pirate's Cove, and Balboa Coves have bulkhead lines crossing existing navigable waters and channels. •There do not seem to be any locations where existing pierhead lines intrude excessively into the navigable chan- nels. •Pierhead lines are noticeably absent from Promontory Bay. Also, pierhead lines for Newport Island exist only in the Harbor Permit Policy. -Existing structures extend beyond pierhead lines at numerous locations. This situation has developed over the decades and is one of the main reasons for performing this study. -No project line exists around Newport Island, the Rhine Channel, Promontory Bay, or Linda Isle. These areas are not federal projects, however, and do not require project lines. .Existing structures extend beyond project lines at numerous locations. Harbor Channel & Pierhead Lines 46 ' Changing the Lines: Benefits, Constraints, and Solutions Ln t- � N CO • Improving clarity and consis- tency of the harbor lines; • Allow pier owners access to deeper, more navigable waters that are further offshore; and ' • Updating the harbor lines allows the opportunity of bringing nearly all harbor structures into compli- ance. • The change should minimize of the project line would transfer pierhead encroachment into navi- ; maintenance (e.g. dredging) require - gable waterways. : ments from the federal government • Any change in the harbor lines to the City and /or County. In ad- require USACE approval. dition, the expansion of pierhead • A navigation study should be lines would allow increases in dock performed to verify that chang- ; lengths which may extend over eel - N ing the harbor lines to match ; grass beds. tn existing conditions would not • Widening of Federal Navigation C impact navigation beyond allow- Channel (reduction in pierhead lines) 4, able standards. If the impacts are ; have a potential to reduce eelgrass �^ beyond allowable standards, the : habitat through the expansion of prealignment should be modified. ; navigation channel lines into shallow U • Any channelward realignment ; existing eelgrass habitat • Realign pierhead lines to bring • Since no structures should cross potential structures into compli- navigation channels, remove bulk - ance. In other words, move pier- head and pierhead lines that cross head lines channelward, connect- : navigation channels; ing existing pierheads; • To improve consistency through- 0 Where necessary, move the out the Lower Bay, add bulkhead and project lines channelward to in- pierhead lines where they do not cur - clude the new pierhead lines. rently exist; and This is necessary to maintain ; • Update harbor lines to reflect the tn project lines channelward of pier- Harbor Permit Policy and then stream - C head lines; line the Harbor Permit Policy by re- 0 • To simplify and clarify bulk- ; moving area specific exceptions. head lines, move bulkhead lines C) landward to the existing bulk- ; V1 head or property lines; ; Potential Steps Forward Based on existing and potential future harbor uses and considering the probable opportunities and constraints, the following items are suggested: 1. Develop a comprehensive plan for adjusting channel and pierhead lines to meet current and future harbor beneficial uses, including the following tasks (6 months): a. Realign pierhead lines to eliminate exceptions. In other words, move pierhead lines to where they make sense, given the varied bathymetry along the shore; b. Where necessary, move the project lines channelward to account for the new pierhead lines; c. Perform a navigation study to confirm appropriateness of proposed new pierhead lines; d. Move bulkhead lines landward to the existing bulkhead or property lines; e. Remove bulkhead and pierhead lines that cross navigation channels; f. Add bulkhead and pierhead lines where they do not currently exist; and g. Update harbor lines to reflect the Harbor Permit Policy and then streamline the Harbor Permit Policy by removing area specific exceptions. Note: These suggestions may have an impact on properties and their values, so any plans that recommend modification to the lines will require review and approval by the City Council as well as possible approval by the federal government. 2. Coordinate channel and pierhead line adjustment plan with other beneficial use needs such as eelgrass habitat protection/ restoration 0 . 3. Phase line adjustment implementation to coordinate with other dredge requirements and potential eelgrass strategies . fib. Develop enforcement strategies to reduce future violations and minimize encroachment into navigable waters. 5. Perform similar evaluation for mooring area boundaries. N Harbor Channel b Pierhead Lines Beneficial Use Crit _ .._, -- Water Quality Marine Resource Protection (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel O Maintenance Flood Control Berthing Management O Recreational Opportuni- ties Sustainabil- ity Hydrodynamic and Water Quality Numerical Mocelinq Requirements Flushing Time Scale (in days) Introduction Nu- merical models are widely used as a management decision - making tool in addressing sediment and water quality prob- lems, including several numerical modeling efforts specifically for Newport Bay. Numerical models can be used to simulate hydrody- namic conditions (e.g., flows, water surface elevations, and velocities) and water quality transport (e.g., sediment or contaminants) to eval- uate management decisions. In the past, two- dimensional (2D) models have been used to assess the effec- tiveness of sediment traps in Up- per Newport Bay, to strategize the implementation of a storm drain diversion program to improve wa- ter quality in Newport Bay, as well as to study the potential transport of pollutants from Lower Newport Bay to the ASBS. Based on past _2 modeling efforts, it is con- e eluded that a 3D hydrody- 18 namic and water quality ;o model would be required e to fully capture the complex 2 flow and transport of the ic Newport Harbor and Bay. A calibrated 3D model for Newport Bay and Harbor is needed to evaluate many of the proposed strategies and BMPs developed for this RAMP. Numerical Model Evaluation anriate numerical nlorlel for Nemport Rail toaS C77011- Review existing water quality reports based on numerical model- ing of Newport Bay. ® Identify the most compatible and efficient models that can address water quality issues and sediment transport throughout Upper and Lower Newport Bay. Provide recommendations for modeling enhancements of an ex- isting model or the development of a new model. Provide a list of information or data requirements for the use of a numerical model for Newport Bay. Hydrodynamic and Water Quality Numerical Modeling Requirements Overview of Hydrodynamic and Water Quality Numerical Modeling Requirements The primary purpose of a numerical model for Newport Bay is a management decision -mak- ing tool to address water quality issues, and in particular, sediment deposition in the Bay. In determining the most compatible and efficient model for Newport Bay, model selection criteria were established, then the models were compared. Criteria were based on suitability of simulating the hydrodynamics and transport characteristics of Newport Bay, as well as the capability of anticipated applications of the model. Each model was evaluated in terms of the following aspects: ® Mathematical formulation for an estuarine system ® Numerical methods Water quality application Watershed model interface User - friendliness * Prior application within Newport Bay and /or at similar locations Hydrodynamic and Water Quality Numerical Modeling Requirements 50 c ,�; � ;�' s .�, .� •� � h s for MODEL s o RI 3 EFDC ,I RMA10 and RMA11 CH3D and CE -QUAL- ICM Hydrodynamic and Water Quality Numerical Modeling Requirements 50 Suggested Model The simulation of hydrodynamics, water quality, and sediment transport can be ac- complished using one or more of the avail- able models: RMA10 and RMA11, CH3D and CE- QUAL -ICM, or EFDC. These mod- els or combination of models were evalu- ated based on the evaluation criteria listed above. On the basis of the mathematical formulation and numerical method, EFDC and RMA10 /RMA11 appear better suited to modeling Newport Bay than CH3D. Although CH3D is capable of simulating estuarine systems, it is better suited for channel flows as opposed to intertidal areas as is the case in Upper Newport Bay. All three models have similar water quality application capabilities. In terms of inter- facing with a watershed model, EFDC and RMA10 /RMA11 have greater flexibility. There are no compelling reasons to select RMA10 /RMA11 over EFDC or vice versa on the basis of the mathematical formula- tion, numerical methods, or water quality applications. However, there are some other advantages and disadvantages of each model. RMA10 and RMA11 have the advantage of being successfully applied in UNB for hydrodynamics and sediment transport. However, EFDC is becoming popular for TMDL applications, particu- larly in Southern California. RMA10 and RMA11 have an associated graphical user interface (GUI) to pre- and post - process model results, but require purchasing software, which can limit the use by other stakeholders. On the other hand, EFDC does not have an associated GUI, but can be modified to accommodate other GUI software. EFDC also has the advantage of using one model for hydrodynamics and water quality compared to two separate models. In addition, EFDC has the ad- vantage of having the source code avail- able for the public, making it easier for the development of the Newport Bay. Model Data Requirements Model data requirements include physical properties, inflows into the Bay, hydro- dynamic conditions, and water quality conditions. Physical properties of the bay include bathymetry, creek and storm drain locations, and sediment bed proper- ties. Inflows define the flow and pollutant loadings from creeks and storm drains into the Bay. Field data of hydrodynamic conditions (e.g., water levels and velocity) and water quality (e.g., salinity, tempera- ture, or sediment) are required to calibrate the model. The calibration data should cover various locations throughout the Bay and concurrent periods of the time (hy- drodynamic and water quality data) long enough to capture seasonal variations as well as dry and wet weather conditions. The accuracy of the model will depend pri- marily on the quantity and quality of data for inflows, and hydrodynamic and water quality conditions. Hydrodynamic and Water Quality Numerical Modeling Requirements 51 Potential Steps Forward 1. Develop a calibrated 3D hydrodynamic and water quality model for Newport Bay and Har- bor using either RMA10 /RMA11 or EFDC. (Development of such a model will take about 12 months and about $250,000.) 2. Implement a field data collection program to collect hydrodynamic and water quality data for the calibration of the 3D model. The field program will involve the collection of water eleva- tions, velocity profiles and CTD data at three to four fixed locations throughout Newport Bay and Harbor for a period of about four months (to cover a range of dry and wet weather condi- tions), supplemented by a data collection with a boat for one dry and one wet weather events. These data will be used for the calibration of the hydrodynamic model. For the calibration of the water quality model, water samples will need to be collected throughout the Bay for one to two dry and wet weather events. The collected samples will be analyzed for sediment contents and contaminates of concern. (Takes about 8 to 12 months, about $500,000) 3. Use the developed 3D model for the evaluation and development of the various proposed strategies and BMPs developed in this HAMP. These may include: Evaluate the impact of fine sediments from Upper Bay ■ to Lower Bay and ASBS. Evaluate the effectiveness of any proposed sediment control BMPs in reducing the source of fine sediments to Lower Bay. Help to select an optimal location for maintenance of an eelgrass population 0 with the opti- mum hydrodynamic and water quality conditions. Help to evaluate the impacts of different proposed strategies for dredging of both clean and contaminated sediments ■ . Evaluate the effectiveness of proposed water quality improvement strategies 0 Hydrodynamic and Water Quality Numerical Modeling Requirements 52 Beneficial Vse Criteria /Rati Water Quality O Marine Resource Protection O (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel Maintenance Flood Control C Berthing Management • Recreational Opportuni- ties Sustainabil- ity O Regional GCneral Permit Introduction Definition: In Lower Newport al Bay, in -water maintenance ac- tivities are carried out under a va- riety of federal, state, and regional permits, the principal one being the federal Regional General Permit 54 (RGP 54), issued by USACE and managed by the City of Newport Beach Harbor Resources Division. The RGP, which is valid for a term of 5 years, governs maintenance dredging and disposal of sediments and the repair and replacement of docks, piers, and seawalls. The cur- rent RGP contains a number of spe- cial conditions that set out the terms under which in -water maintenance activities can be performed, in par- ticular the limits on quantities, per- mit administration, application and renewal procedures, eelgrass pro- tection, structural work, and dredg- ing and disposal. Key Issues: Several issues have hampered the efficient administra- tion of the RGP and resulted in sig- nificant delays and additional costs for necessary harbor maintenance. 1. Unduly long and costly permit renewal process every 5 years, including the difficulty reconciling the various agencies' agendas into acceptable permit language; 2. The need to revise portions of the RGP for the next renewal will make achieving acceptance by all agencies a challenge; 3. Difficulties and delays in sam- pling plan approval by all stake- holders; 4. The restricted range of activities and areas covered by the permit (Harbor Resources would like the permit to include areas with known contamination); 5. Numerous overly restrictive Special Conditions that prevent many minor dredging operations due to the presence of eelgrass or make them financially infeasible for private entities; 6. No consistent disposal opportu- nities for contaminated sediment, as previously detailed; and %. 0 Eelgrass (Zostera marina) beds constitute sensitive habitat under several programs. Losses of eel - grass, therefore, must be avoided and minimized to the extent prac- ticable, and unavoidable losses must be mitigated. The RGP's special conditions prohibit dredg- ing or disposal within 15 feet of established eelgrass plants unless mitigation can be provided. Given the widespread coverage of eel - grass under and adjacent to docks in Newport Bay, these restrictions have severely curtailed mainte- nance in some areas of the Bay. Improvement of the RGP Process The City's strategy for achieving the neces- sary balance between environmental pro- tection and beneficial uses includes obtain- ing regulatory permits that recognize the particular circumstances of Newport Har- bor, and administering those permits for the benefit of both the boating community and the natural environment. To that end, the implementation strategy will empha- size establishing sound relationships with the regulatory agencies, articulating clear goals and objectives for future permits, and developing a sound, cost - effective strategy for the permit renewal process. Coordina- tion with other management programs and with the renewal process for the Coastal De- velopment Permit (CDP) should minimize the delays and expense compared to the previous renewal effort. The goal is to ob- tain permits that have clear, flexible, effec- tive conditions that allow the City to protect its natural resources while safeguarding its beneficial uses. Permit Duration A permit duration of 10 years would facili- tate permit administration and reduce the financial and administrative burden on the City and the regulatory agencies and has the support of USEPA Region 9 headquar- ters. Nevertheless, USACE Los Angeles Dis- trict apparently has no authority to grant a 10 -year permit. Furthermore, the sediment test results would not be valid for a 10 -year period, and the City would still have to go through a 5 -year renewal cycle for the Coastal Development Permit. Accordingly, pursuing a 10 -year RGP may be most pro- ductive at the level of USACE regulatory headquarters in Washington, D.C. Streamline Sampling Plan Approval A template for a Sampling and Analysis plan that specifically details all possible outcomes can be created with input from all involved agencies to ensure acceptance prior to sam- pling. The Sampling and Analysis Plan may include recommendations for phased testing to target specific disposal activities. Geographical Coverage It would be possible to extend RGP 54 to the currently excluded areas if the City could commit to placing the sediments in a previ- ously- approved disposal site. As a disposal site outside the city is financially and logisti- cally infeasible, identifying and developing an in -bay confined disposal site for contami- nated sediments is a suggested course of ac- tion. The permit would have to incorporate appropriate restrictions on dredging, dispos- al, and other in -water work for contaminated areas. The potential benefits to the City and to the regulators from extending the permit's coverage make the effort worthwhile. Streamlining Special Conditions There is a need to (1) streamline the special conditions by simplifying the language and removing redundancies, (2) develop a sys- tem for monitoring the dredging and dispos- al activities N, and (3) develop an Eelgrass Management Plan 0. Contaminated Sediment Handling of Contaminated Sediment Options: There is a need to include manage- ment options for contaminated dredge ma- terials. Currently many of the RGP users do not have the financial resources to handle management of contaminated sediments; Regional General Permits guidance and options should be included in the RGP. Eelgrass Management ■ The RGP could be modified to incorporate a comprehensive, bay -wide eelgrass manage- ment program in such a way as to achieve the twin goals of eelgrass protection and the facilitation of maintenance dredging and structural work. The Eelgrass Manage- ment Plan will describe a strategy for a con- certed future effort that would incorporate sediment management while maintaining an eelgrass population. Close coordination would be needed with the Department of Fish and Game and National Marine Fish- eries Service (NMFS) eelgrass management programs in order to develop modifications of the RGP's special conditions that would be effective and at the same time responsive to agency imperatives. Beach Replenishment ■ Currently the RGP allows dredging projects of less than 1,000 cy to be used for beach re- plenishment, assuming the material is phys- ically and chemically suitable. Increasing the volume of dredged material that can be beneficially used for beach replenishment under the RGP may increase opportunities to use the dredged material. A Path Forward The RGP renewal strategy should be based on an early, comprehensive effort to identify the key issues with the various stakeholders, provide necessary information, and conduct negotiations. The renewal effort needs to be undertaken with clear objectives in view and a strong sense of what can be negotiated and Regional General Permits what cannot. This effort is best accomplished by preparation of a written renewal strategy that will guide the efforts of the City and its consultants. The strategy will describe how the various components will fit together and will provide guidance on negotiation strate- gies and desired outcomes. Potential Steps Forward Specific recommendations for future RGP renewals and for the administration of the RGP are put forward in the accompanying technical report. In general, however, the following six basic steps are suggested for the renewal process: T) Eelgrass management ■ a. Negotiate modified eelgrass conditions to one of three possible models; and b. Negotiate the Coastal Development Per- mit to allow more flexibility with respect to eelgrass conditions. 2) Negotiate the RGP conditions through a structured series of meetings with the stakeholders. a. Establish agency information needs in or- der to improve the project approval process in the permit administration phase; b. Gain early approval of the Sampling and Analysis Plan (SAP), using the SAP for the current RGP renewal as a template, with some changes (2 months, $15K); c. Conduct sediment testing promptly in order to leave time to resolve anomalous results; and d. Increase volume of material to be benefi- cially used for beach replenishment. 5 Beneficial V5e Criteria /Rating Water Quality O Marine Resource Protection O (ASKS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel Maintenance cl Flood Control C Berthing Management O Recreational Opportuni- ties ties Sustainabil- ity W Sea Level Rise and Flooc Control Management Introduction The extreme high tides in Califor- nia threaten flooding of low -lying terrain and result from the coin- cidence of extreme astronomical tides and storm - induced sea level changes. In Newport Harbor, these extreme conditions have occurred as re- cently as 1983 and also in 2005, and resulted in damage to 175 homes and businesses on Balboa Peninsu- la. Analysis of recent topographic survey shows that most shorelines in Lower Newport Bay fall below the height of present -day extreme high tides. Sea levels have been rising for de- cades, but higher rates are fore- casted for the coming century. This will impact not only mean sea level (MSL), but high water levels as well. Data reported for Los Angeles and La Jolla indicate faster rise over the past 50 years. Estimates of future sea level rise at Newport Harbor fall in the range of 1 -3 ft /100 years range for Newport Harbor. There is also evidence that North Pacific cyclones, which bring storm weather to Southern California in Winter, have intensified over the past 50 years. This has contributed to higher high tides and is thought to be a consequence of warmer ocean water. Future extreme tides consti- tute the most immediate flooding threat to low -lying coastal commu- nities such as the Newport Harbor area, and are likely to be amplified by increasing sea levels. The challenge for the City of New- port Beach is to assess its flood vul- nerability using predictive models and evaluation of existing flood pro- tection. Based on this vulnerability assessment management measures can be developed that are integrated into the overall HAMP program. The final report of the assessment of flood vulnerability of the New- port Harbor Area caused by pres- ent and future extreme high tides and to identify those areas of the Harbor most vulnerable to flooding has been completed and is provided in Appendix H (Flow Simulation, 2008). Sea Level Rise Er Flood Control Management Overview of Flooding Issues Ocean tides are predominantly controlled by the gravitational attraction of the moon and sun and therefore can be modeled by a num- ber of astronomical harmonic constituents corresponding to different periods. Extreme high tides occur when these constituents are aligned (or "in phase') so their effect is cu- mulative. In California, extreme high tides occur in Winter and occasionally in Summer, but never in Fall or Spring (Zetler and Flick 1985, Flick 1986). The height of tides can be further amplified by storms associated with low atmospheric pressure, wind, and waves, as well as inter - annual phenomena such as El Nino (Flick 1986). The worst -case scenario for coastal flooding is a Pacific storm that ap- proaches the California coastline from the Gulf of Alaska during an El Nino winter, and arrives coincident with the annual maxi- mum astronomical high tide. Such a sce- nario occurred in late January, 1983, causing widespread damage all along the California coastline. Coastal communities are in a position to plan for extreme tides. Their occurrence is predict- able based on semi - annual and inter - annual cycles. In fact, there are only a few multi - day periods each Winter when extreme tides threaten the California coast. Only the most extreme cases are likely to cause flooding in the near future and the severity of extreme tides will hinge on atmospheric conditions. Surface flooding is most likely to occur in low lying areas around the Harbor, and analysis of topographic data allows these areas to be identified. Parts of the Harbor such as Balboa Island are encircled by elevated bulk heads, Sea Level Rise & Flood Control Management or sea walls, that are designed to obstruct flooding by ocean water during episodes of high sea levels. Hence, land may not nec- essarily flood simply because of its eleva- tion. Rather, it is necessary to consider the combined effects of sea levels, sea defenses, terrain heights, and flood control infrastruc- ture, as well as hydraulic principles to iden- tify those areas vulnerable to flooding. Analysis of a 2006 Light Detection and Rang- ing (LiDAR) topographic survey shows that Balboa Island, Little Balboa Island, Newport Island, and nearly the full length of Balboa Peninsula along its bay -ward side fall be- low the height of present -day extreme high tides. A review of site conditions shows that flood control systems are in place to guard these areas against flooding. This in- cludes a combination of public and private infrastructure (e.g. bulks heads and valves or plugs at storm drain outlets) and opera- tional practices (e.g. City staff monitoring of tides, closure of storm drain outlets, sand berms, and cooperation with occupants to implement flood control measures). A review of historical data shows that in January 1983 and January 2005 a tide height of nearly 8 ft. above Mean Lower Low Wa- ter (MLLW) was attained. Flooding was observed in the Harbor area in both cases (Figures 1 and 2). Several lines of evidence suggest that the onset of flooding on Bal- boa Peninsula and Balboa Island, when all tide gates are closed, occurs at a tide height above 7.0 ft. above MLLW. Figure 1: Photographs of the January 10, 2005 high tide that reached the 7.8 ft (MLLW) level. Figure 2: Photographs of the January 10, 2005 high tide that reached the 7.8 ft (MLLW) level. The height of the bulk heads around Balboa and Little Balboa Islands were estimated to be be- tween 7.9 to 9.2 ft (MLLW) and 8.7 to 9.8 It (MLLW), respectively, based on LiDAR data and field measurements. Seepage cracks in these bulkheads have been observed and could cause flooding at lower tide heights. As stated above, there are predictable and unpredictable aspects to the height attained by ex- treme high tides that need to be considered for short and long -term planning. The effect of astronomical factors (position of the moon and earth) is predictable. The effects of inter- annual phenomena such as El Nino /La Nina, weather conditions, and global warming on tide heights are more difficult to predict. Sea Level Rise Fr Flood Control Management Figure 3: Model simulations of the 8 ft tide show localized flooding along Balboa Peninsula and widespread flooding across the western half of Balboa Island To identify and map the vulnerability of the Newport Harbor area to future flood- ing by extreme high tides, a flood inunda- tion model was developed and applied. A total of nine model simulations were com- pleted corresponding to three tide scenarios (tide heights of 8, 9, and 10 ft), two infra- structure scenarios (an "as is" scenario and an "improved" scenario corresponding to bulk head improvements presently planned or in progress), and two stream flow sce- narios. These scenarios represent a range of tide heights that could occur through 2100 from the combined influence of astronomi- cal tides, sea level rise, and environmental conditions such as storms. Sea Level Rise & Flood Control Management Model simulations of the 8 ft tide show lo- calized flooding along Balboa Peninsula and widespread flooding across the western half of Balboa Island as shown on Figure 3. This is largely consistent with historical observa- tions. As shown on Figure 4, model simula- tions of the 9ft tide show widespread flood- ing along the bay side of Balboa Peninsula and near complete flooding of Balboa Island, Little Balboa Island and Newport Island. Model simulations of the 10 ft tide show near complete flooding of the developed areas of the Lower Harbor. 0.0.01 0 01 - 0. D1 -0.5 D.5 -1 1 -2 2 -5 5 -10 1 s �E Figure 4: Model simulations of the 9ft tide show widespread flooding along the bay side of Balboa Penin- sula and near complete flooding of Balboa Island, Little Balboa Island and Newport Island. Linkages to Other Programs The results of the flood vulnerability assess- ment will be the basis for the development of management measures to reduce the po- tential for future impact to property from the coincidence of extreme astronomical tides and storm - induced sea level changes that are predicted to increase in the future. Link- ages to other programs include the dredg- ing of the channels ■ and use of dredged material for backfill behind sea walls and bulkheads that may require raising to meet new elevation requirements. The beneficial use of the dredged material will lower both the unit cost for the channel dredging and management, and the cost of the bulkhead upgrades. Integration of these programs can therefore result in cost savings. In addition, the beach replenishment management pro- gram l is linked to the flooding potential as beach sand provides a buffer from storm surges. Sea Level Rise Fr Flood Control Management Potential Steps Forward The purpose of the assessment is to address the City's challenge of flood vulnerability using predictive models and evaluation of existing flood protection. Based on this vulnerability as- sessment, management potential measures can be implemented to better prepare for future extreme high tides that are integrated into the overall HAMP program. The potential steps forward include: Coastal Flooding Condition Monitoring Program Implementation A potential step forward is creating a monitoring system for environmental conditions that effect coastal flooding. This system could improve the City's emergency response to flooding and help staff to prioritize and guide infrastructure improvement efforts (e.g. sand replenish- ment). Database of Pnblic and Private Flood Controls The City should consider creating and maintaining a database, which is integrated into the City GIS, of public and private flood control infrastructure, and implementing a monitoring system to track key factors that bear on flood control. This data can then be used to update the flood models to be used to evaluate the benefit of the proposed flood control measures. The City should also consider obtaining through a registered surveyor the precise elevations of the bulkheads. Legal and Policy Framework for Bulkhead Improvements An additional potential step forward is exploring the legal and policy framework that would allow for more systematic improvement of the condition and continuity of the bulkheads (both public and private) in the future. Flood Risk Management Plan The City should consider developing and adopting a flood risk management plan for the Har- bor before moving forward with any major efforts to improve flood control infrastructure (e.g. raise bulk heads). This plan would consider the economic, environmental and social conse- quences of flooding to identify the most optimal structural and non - structural measures for implementation. Impact of Waves on Flooding A final potential step forward is the examination of the impact of waves on flooding. Based on preliminary assessment data, it is not clear that there is adequate protection against the combined effects of an extreme high tide and ocean waves typical of storm conditions. Such a study could be used to guide future sand replenishment efforts. Sea Level Rise & Flood Control Management Beneficial Use Criteria /Rati nq Water Quality O Marine Resource Protection O (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel Maintenance O Flood Control Berthing Management Recreational Opportuni- ties ties Sustainabil- ity O Upper Bay Sediment Control Introduction The Upper Newport Bay contains the 752 acre Upper Newport Bay Ecological Reserve and the 140 acre County of Orange Region- al Park. Within the Reserve are two in -bay sedimentation ba- sins that have been constructed with the goal of capturing sedi- ment loads from the San Diego Creek watershed, and reducing the siltation of the Upper and Lower Newport Bays. In 1999, a TMDL for sediment was imple- mented for the San Diego Creek watershed and Newport Bay. Continued sediment loading to the Bay has resulted in increased sediment accumulation and the need for maintenance dredging in the Upper and Lower New- port Bays. Maintenance of the Lower Bay channels will require more frequent dredging without the implementation of an effec- tive comprehensive sediment source control and prevention program in the watershed. A comprehensive sediment control program to meet the goals of the TMDL is being imple- mented in the watershed of which the two in -bay basins are key elements. The elements of this program also in- clude in- channel basins along San Di- ego Creek, channel stabilization proj- ects, agricultural BMPs, construction site monitoring and BMPs, and foot- hill retarding basins (see Figure 1 on following page). Dredging of the Upper Newport Bay is underway to remove accumulated sediments and provide adequate ca- pacity for the in -bay basins. The cur- rent dredging activities in the Upper Newport Bay are enhancing habitats through improved circulation and creation of islands that protect nest- ing areas from predators. Upper Bay Sediment Control 62 Key Elements of the Sediment Control Plan Agricultural BMPs Land use in the San Diego Creek Water- shed has significantly changed over the last 30 years, from primarily agricultural use to greater urbanization. Despite these changes, agricultural land has the potential to be a major contributor of sedimentation. An ad- vanced BMP program has been implement- ed in the San Diego Creek Watershed. Figure 1 Construction BMPs Local governments are currently enforcing grading and erosion control at construction sites, especially during the winter when heavy rains have the potential to transport large amounts of sediment. The Orange County National Pollution Discharge Elimi- nation System ( NPDES) and Drainage Area Management Plan (DAMP) require con- struction BMPs. The RWQCB enforces the State General Construction NPDES which requires construction sites develop a Storm Water Pollution Prevention Plan (SWPPP; Tettemer 1993). Channel Stabilization Erosion from channels within the watershed is a source of sediment in Upper Newport Bay. Lining the channel with non- erodible material and controlling the flow of water can help stabilize the channel and reduce ero- sion. Several channel stabilization projects have been conducted in the San Diego Creek Watershed including sections of San Diego Creek, Peters Canyon Channel, Marshburn Channel, Trabuco Channel, Borrego Chan- nel, and Bee Canyon Channel (Tettemer 1993). Channel stabilization is also part of the BMP program for agricultural land. A priority project proposed for the IRCWM Plan is the Serrano Creak Bank Stabilization and Sediment/ Pollution Reduction Project (County of Orange RDMD Watershed and Coastal Resources 2007). This project in- volves stabilizing 1.2 miles of Serrano Creek to reduce erosion. Stream erosion in Serrano Creek threatens homes, has damaged the Los Alisos Water District sewer line, and cut channel banks in the storm season (ACOE 1998). Foothill Retention Basins To reduce sediment load to Upper Newport Bay from the Lomas de Santiago foothills, several retarding basins were constructed. Retention In- channel Basins In- channel basins are used to catch sedi- ment in the San Diego Creek before they reach Upper Newport Bay. They are effec- tive at catching coarser sediment particles, however they are less effective at removing fines (Sediment Control Plan 1982). Regular maintenance is necessary to ensure efficien- cy. Currently, there are 3 in- channel basins in the San Diego Creek. The design capac- ity of Basin 1, 2, and 3 is 210,000 cy, 73,000 cy, and 78,000 cy (Tettemer 1993). Removal of sediment from in- channel basins is more economical and has a smaller impact on the environment than dredging the in -bay ba- sins. It is suggested that in- channel basins be maintained at 75% design capacity (Tette- mer 1994). In -bay Basins There are two in -bay basins in Upper New- port Bay (Unit I /III and Unit II). The in -bay basins are effective at catching finer sedi- ment that is not caught by the in- channel basins, however regular clean outs are nec- essary to ensure efficiency. Fine- grained suspended particles are difficult to remove through these techniques. These particles consist of clay and organic matter that attract and transport pollutants to the Bay. Pollut- ant loading to the Bay needs to be addressed through upstream measures and further transport modeling to improve removal ef- fectiveness. Upper Bay Sediment Control Overview of Upper Bay Sediment Management Issues Upper Newport Bay Sediment Control in- cludes the management of sediment load- ing occurring from the San Diego Creek watershed that migrates through the Up- per Bay to the Lower Bay. Current resto- ration and dredging activities in Upper Newport Bay include the establishment of in -bay sediment basins to control sedimen- tation of the Lower Bay. The effectiveness of these basins to reduce sediment loads, particularly fine grained sediment needs further evaluation. These basins are only ef- fective with regular clean outs. They have been designed to reduce sediment loading; however, the greatest reduction may be for coarse- grained sediments. Most sedimen- i i,.- -, nom., c-.4;—.-+ r—f—i tation into Newport Bay is associated with major rainfall runoff when large amounts of fine - grained sediment enter Upper Newport Bay. The key issue with the efficacy of these basins is the reduction in fine- grained sedi- ment loading that has resulted in reduction of channel depth and migration of impacted sediments to the Lower Newport Bay. Fine - grained sediments remain in suspension longer and require greater retention times. Fine - grained sediment also contained a greater fraction of organic and charge par- ticles (clay) that attract and adsorb contami- nants. These contaminants include metals, pesticides and nutrients. Loading of fine - grained particles to the Lower Bay at cur- rent rates will continue to negatively impact sediment quality and channel maintenance. Another issue that needs to be assessed is the potential contribution to fine- grained sediment loading to the Lower Bay from the ongoing dredging in the Upper Bay. This is a temporary issue, but understanding this component will allow for better assessment of the basin effectiveness. Defining the effectiveness of the in -bay ba- sins and watershed sediment control proj- ects is vital to the long -term management of the Lower Bay. Data gaps exist to conduct this assessment. In addition sediment trans- port modeling is required as part of this pro- cess. In the 1990's, the USACE developed the RMA2 finite element hydrodynamic and RMA11 sediment transport model. In Phase II of development the models were reconfig- ured and calibrated to observed deposition- al patterns in Upper Newport Bay from 1985 to 1997 ( USACE 1998). The model predicted sediment deposition in Upper Newport Bay within 2 percent, however the model was not calibrated for Lower Newport Bay. Ac- cording to these models, over the next 50 years approximately 3.75 million cy of sedi- ment will be deposited in Lower Newport Bay and approximately 3 million cy of sedi- ment will be deposited in Upper Newport Bay. However, these models have several shortcomings. Sediment density values used in models are only estimates, the accuracy of the data are difficult to determine. In ad- dition, the models do not include the effects of marsh plants in calculating sedimenta- tion. An increase in marsh plant cover will increase sediment deposition. To more ac- curately simulate sediment deposition rates and patterns, the inclusion of marsh plants needs to be reflected in the model. Further- more, to adequately manage sediments, sed- iment modeling needs to include informa- tion on grain size fractions in order to predict t® sedimentation patterns and future dredging needs. Finally, these models do not allow for an evaluation of the efficiency of the current sediment basins in the Upper Bay. Long term management of sedimentation patterns and sediment types will also need to be coordinated with TMDLs and other regulatory drivers. Dredge material man- agement in the Lower Bay is dependent on aggressively addressing fine- grained sedi- ments transported from San Diego Creek through the Upper Bay. Coordination with Current Programs The sediment control efforts in the Upper Newport Bay need to be coordinated with sediment control projects in the watershed to address the TMDL, and with the dredging requirements and contaminated sediment management ■ in the Lower Newport Bay. In addition to the sediment source control projects presented above, a series of approx- imately 30 natural treatment systems are planned throughout the watershed. These natural treatment systems will be managed by Irvine Ranch Water District. The City has participated and supported these projects through the Proposition 50 grant application under the Integrated Regional Watershed Management Plan. The City has supported these projects due to the importance of sedi- ment control in the long -term maintenance of the Lower Bay and impact to sediments. Contaminants transported by sediment to the Lower Bay may impact the benthic com- munities and limit the options for reuse of dredged material removed from navigable channels. The TMDL for sediments includes both the San Diego Creek watershed and the Upper Bay Sediment Control Newport Bay. The linkage of the watershed to the Bay is defined by the TMDL. In order to meet the goals of the TMDL the City is con- ducting dredging of the in -bay basins in the Upper Newport Bay. The efficacy of these basins and the source control efforts in the watershed needs to be more fully assessed to determine what additional measures are needed. This effectiveness assessment will require additional modeling efforts using a 3D hydrodynamic and water quality model. The selection and recommendation on the development of the 3D model are discussed in detail in the Hydrodynamic and Water Quality Modeling section . Sediment migration to the Lower Bay from sources in watershed may also result in im- pacts to the coastal ecosystems that include the ASBS. Preliminary contaminant trans- port modeling has indicated a potential connection between the Lower Bay and the ASBS depending on wet weather condition and tidal regimes. Studies in the ASBS have indicated that sediment from Lower Bay may be impacting the ASBS. The City has included in the Proposition 50 grant appli- cation erosion control projects in the coastal canyons to reduce the sediment loading to the ASBS. These measures need to be coor- dinated with sediment control measures for the Bay and watershed to achieve the over- all goal of reducing impacts to the ASBS. Upper Newport Bay Ecosystem Restoration Project The Upper Newport Bay Ecosystem Resto- ration 0 is a $38 million multiyear project which includes restoring the capacity of the in -bay sediment storage basins, restoration of channels, restoration of wetlands, and creation / improvement of Least Tern Island. Approximately 70,000 cy of clean material dredged from Upper Bay will be placed nearshore to serve as nourishment for the beach. Dredging of the sediment storage basins in Upper Bay (Basins I /III and Ba- sin II) is a major component of this project which coincides with the sediment control plan. Maintenance of these basins is criti- cal to ensure they are effective at capturing sediment. When dredging is completed, ap- proximately 950,000 cy will be dredged from Unit I /III Basin, and approximately 866,000 cy will be dredged from Unit II Basin. Open water area will be increased to about 19 acres at both locations. The access channel to Unit II Basin was dredged in April 2006. Dredging of Unit II Basin was finalized in December 2007. A portion of Unit I /III Ba- sin was dredged in March 2007. Dredging of Unit I /III Basin was finalized in March 2008. The sediment basins were dredged to approximately -17 ft mean lower low water (MLLW). The access channels were dredged to approximately -11 ft MLLW and 100 ft wide. This project is a significant part of the restoration and management plan for Upper Newport Bay. It will also have a major affect on reducing frequency of dredging in Lower Newport Bay by increasing the effectiveness of the in -bay sediment catch basins. Potential Steps Forward The overall goals of the Sediment Control Management program should include: • Reduce the sediment load to the Upper and Lower Bay through effective sediment control measures in the watershed • Effectively manage the inline sediment basins in the Upper Bay and assess their effective- ness in reducing the load of sediment, particularly fine - grained sediments that can transport contaminant to the Lower Bay • Address the data gaps and conduct sediment transport modeling to assess the effectiveness of the inline basins • Coordinate sediment removal in the basins with restoration/ beach replenishment/ sustain- able sediment management In order to achieve these goals, the suggested priority activities should include: • Coordinate ongoing dredging in the Upper Newport Bay to increase the capacity of the in- line basins (ongoing - through 2010) • Continue to support the Integrated Regional Watershed Management framework and pro- cess through coordinated grant applications for projects that reduce sediment loading from the watershed to the Bay and ASBS • Address data gaps in current sediment loading and sedimentation rate patterns (start Nov. 2008 -Dec 2009) • Conduct sediment modeling using current restoration design options (start June 2009 -Dec 2009) Upper Bay Sediment Control 68 Beneficial Use Criteria /Rating hater Quality O Marine Resource Protection O (ASBS) Habitat Protection/ Enhancement Community/ Public O Access Water Conservation O Channel Maintenance Flood Control Berthing Management O Recreational Opportuni- ties Sustainabil- ihj Upper Newport Bay Restoration and Management Introduction The Upper Newport Bay is charac- terized by functioning and intact mudflat, salt marsh, freshwater marsh, riparian and upland habi- tats that are protected within the 752 -acre Upper Newport Bay Eco- logical Reserve and the 140 -acre Orange County Regional Park. The area has been designated a Criti- cal Coastal Area (CCA) under the CCA Program, a part of the State's Non -Point Source Plan (NPS Plan). The NPS Plan is a non - regulatory planning tool to coordinate the efforts of multiple agencies and stakeholders, and direct resources to CCAs. The programs goal is to ensure that effective NPS manage- ment measures are implemented to protect or restore coastal water quality in CCAs. Upper Newport Bay Restoration & Management The California Department of Fish and Game (DFG) is tasked with managing the Upper Newport Bay Ecological Reserve (Reserve) and has developed a Preliminary Man- agement Plan (Management Plan) for the Reserve. The Management Plan document is of primary im- portance in guiding the DFG, the City, and other stakeholders in the long -term management of one of the most important ecological hab- itats in southern California. The Management Plan for the Upper Newport Bay Ecological Reserve will be the framework for the im- plementation and management of the restoration activities and long- term sustainability of this CCA. Upper Newport Bay in Newport Beach is an estuary - a place where fresh and salt water meet and mix. It is one of only a few remaining estuaries in southern California and is the home of nearly 200 species of birds, including several endangered spe- cies, as well as numerous species of mam- mals, fish, other critters and native plants. The Upper Bay is an important stopover for migrating birds on the Pacific Flyway and up to 30,000 birds can be seen here on any day during the winter months. Its proximity to urban Orange and Los Ange- les counties makes the Upper Bay easily accessible to both local and regional visitors. Every year, thousands of people come here to hike, cycle, canoe, kayak, fish or simply enjoy nature. The Upper Newport Bay Ecological Reserve was created in 1975 as result of the pur- chase of 527 acres of land in and around the Bay from the Irvine Company and the transfer of 214 acres of tidal wetlands from Orange County to the State of California. An additional 11 acres of land in Big Canyon was added to the area in 1982 increas- ing the total acreage of the Reserve to 752 acres. In 1990 Orange County acquired 140 acres of bluffs on the north and north -west sides of the Bay and created a Regional Park. The Regional Park was rededicated as the Upper Newport Bay Nature Preserve in 2000. Source: Newport Bay Naturalists and Friends Web Site www.newportbay.org Overview of Upper Bay Restoration Issues The Reserve was first purchased by the state in 1975 and is currently managed by the DFG. Due to State funding constraints, however, little preservation work has been completed to date, including completion of the Upper Bay Management Plan. Despite the absence of a comprehensive restoration and management plan for the area, the City of Newport Beach and County of Orange are currently moving forward with several restoration projects in the Upper Bay. These projects include a salt marsh demonstration project at Shellmaker Island for the Back Bay Science Center, the Upper Newport Bay Restoration Dredging Project, and the ongo- ing design and permitting phase of the Big Canyon Restoration Project (See Figures 1 and 2). Upper Newport Bay Restoration Fr Management say s,a - o - - �b — s„ae.r I r.°w nwrrr FIGUtE 22-2 Utilitim Man e r rm.aG —NO J "� � • yr WNC• � a Qs,te.eac OGue 4edD �s� 0 � Qie.smr.� - Rve Ma . Yd, •tea �'_ e � • fwd Figures 1 and 2: Conceptual plans for Phase II of the Big Canyon Creek Restoration Plan The Upper Bay is also widely enjoyed by members of the general public. Several non -profit organizations provide valuable stakeholder input towards management ef- forts in the Upper Bay. The lack of a consis- tently funded governmental agency tasked with leading comprehensive and integrated management efforts may lead to a disjoint- ed implementation of independently well - intended restoration efforts, and that way, ultimately fail to produce a healthy, fully- functioning estuary habitat. Current dredging activities in the Upper Newport Bay are also enhancing habitats through improved circulation and creation of islands that protect nesting areas from predators. Challenges central to the inte- gration of current and future Upper Bay restoration activities into an overall Harbor Area strategic plan include securing fund- ing and development of a comprehensive Management Plan for ongoing and planned restoration projects, coordinating dredging and other Lower Bay maintenance activi- ties ■ with the restoration projects, and integrating local and re ional water quality improvement projects 1i to meet current and anticipated regulatory drivers in the San Diego Creek and adjacent watersheds. Goals: The goals of the Upper Newport Bay stake- holders are to: • Identify opportunities and implement priority restoration projects for the Upper Newport Bay Ecological Reserve and • Complete an integrated and comprehen- sive Upper Bay Management Plan Coordination with Current Programs DFG is the lead agency tasked with provid- ing a comprehensive Upper Bay Restora- tion Management Plan. Due to funding constraints, however, the Management Plan is still in a preliminary format. A regional Integrated Coastal Watershed Management Plan ( ICWMP) was submitted by the Coun- ty of Orange in January 2008. The ICWMP proposes to implement an integrated suite of projects through a regional planning effort that has been prioritized to address watershed management challenges within highly urbanized Central Orange County. The IRCWM Plan notes that, "The CCAs and ASBS may be directly impacted by urban activities within the planning area, including fresh water drainage carrying pollutants of concern from the upper water- shed and coastal canyons, creek bed erosion due to the increase of impervious surfaces, legacy pesticides from former agricultural operations, contaminants from boat mainte- nance in Newport Harbor, and high levels of naturally occurring selenium and nitro- gen in the groundwater that may rise to the surface and move downstream. These frag- ile coastal ecosystems are further impacted by heavy recreational use within the coastal zone." Upper Newport Bay Restoration £7 Management 17rized in the following table. Receiving Waters of Upper Newport Bay CCA 69) Serrano Constructing erosion control and bank stabilization measures in Serrano Creek Bank Creek Reach 2 will reduce sediment transport and related contaminant Stabilization, loads (including sediments from the Santiago Fire burn area in the creek's Sediment/ headwaters) to Upper Newport Bay. This supports the Upper Newport Pollution Bay Ecosystem Restoration Project (A10) by reducing a primary sediment Reduction source that has reduced in -bay sediment storage basins, impacted habitat, (Project A 02) and reduced water quality. Newport Bay Constructing two additional NTS sites within the planned regional system Watershed will improve water quality within Upper Newport Bay, the receiving wa- Natural ter for nearly all of the drainage from the Newport Bay Watershed. This Treatment supports the Upper Newport Bay Ecosystem Restoration Project (A10) by System - 2 sites reducing contaminant loads in the freshwater that is needed to maintain (Project A 07) the estuarine habitat for threatened and endangered species. Upper Newport By restoring the capacity of in -bay sediment storage basins, improving Bay Ecosystem estuarine habitat for threatened and endangered species as well as other Restoration marine species, and improving tidal flows, this project will maintain the (Project A10) quality ecosystem needed to provide critical habitat along the Pacific Fly- way and for other aquatic species. This project complements other water quality and habitat projects locally and statewide. In addition, the Big Canyon Creek Res- toration Project is a program designed to restore the 55 -acre Big Canyon Nature Park between Jamboree Road and Upper New- port Bay. The Big Canyon project exem- plifies an integrated approach to habitat restoration designed to provide multiple benefits across beneficial use goals. The project will increase valuable salt marsh habitat by re- routing the existing Back Bay Drive and increasing the area subject to Bay tidal flow. Design elements of the Restora- tion Plan will also improve water quality in Big Canyon Creek by reducing flows to allow for sediment and other potential pol- lutant removal. Additional habitat benefits will include removal of non - native vegeta- tion and planting of native plants through- out the Nature Park area. Recreational use opportunities of the Nature Park area will Upper Newport Bay Restoration & Management also be enhanced through creation of ad- ditional trails and public access points into the Nature Park and posting of interpretive signage to assist the public in understanding the importance of the restored native habitat. The Big Canyon Creek Restoration Project will provide a valuable connection between urban development, restored coastal sage scrub, riparian, Upper Bay saltwater marsh habitat and the Lower Bay. The project will also provide a linkage to overall water qual- ity improvement goals for the Upper and Lower Newport Bays ■ . The Big Canyon Creek Restoration Project is in the final engineering and design phase. A Phase II Feasibility Study was completed in June 2007 and has undergone several stake- holder review sessions. Final project plans are in the approval stages. Potential Steps Forward As stated above, DFG is in the preliminary stages of preparing the Upper Newport Bay Man- agement Plan, but to date has been hindered by a lack of funds in fully completing this task. It is suggested that, barring a comprehensive Upper Bay Management Plan, proposed restoration projects be designed to be inline with anticipated mandates within the Management Plan. This can be accomplished by developing an integrated project development approach that includes the following attributes: • Solicit and incorporate Upper Bay stakeholder input in the early stages of project develop- ment. • Assemble multi - disciplinary project teams to identify restoration project opportunities and constraints. • Adopt and commit to provide commonly accepted regional and State project planning, per- mitting and performance criteria throughout project development. • Develop potential funding opportunities early in project lifecycle. • Identify opportunities to relate proposed restoration project objectives to other local, region- al, state and federal restoration and habitat improvement efforts. A secondary recommendation for the Upper Bay Restoration portion of the Harbor Area Man- agement Plan is to lobby state legislators to provide more comprehensive funding to the DFG or provide alternate funding sources for the completion of the final Management Plan. When funding is secured to accomplish this task, it is suggested DFG finalize the Management Plan in the following steps: • Complete field studies and synthesize existing data identified by the DFG to allow the completion of the Management Plan. • Prepare Upper Newport Bay Management Plan. • Solicit review and comments from stakeholders. • Integrate Management Plan and Long -term Restoration of Upper Bay into the Newport Har- bor Area Management Plan. Upper Newport Bay Restoration £7 Management 74 Harbor Area Management Tools The purpose of this HAMP is to develop a resource management tool for the City to move forward with key sediment management, water quality, restora- tion and public use projects critical in meeting the following overall goals: Maintain the beneficial uses of the Upper and Lower Newport Bay and economic value of the Bay. Provide a practical framework to meet regulatory requirements in the cur rent and anticipated municipal discharge permits, sediment management permits, TMDLs, and other regulatory programs for Newport Bay. Support a sustainable estuary ecosystem able to be integrated with up stream sustainable watersheds and adjacent coastal area systems. The aim of the development of the HAMP is to guide the City and the Harbor stakeholders in the prioritization and implementation of activities that bal- ance beneficial uses with the long -term sustainability of Newport Bay. The resource management tools presented in this section assist in balancing the economic, social, and environmental issues in the Lower Newport Bay (Newport Harbor). This includes balancing the environmental needs of the Bay with the day -to -day operation, maintenance and recreational activities. Throughout the development of this Plan we have recognized that the Bay is not only one of the most significant economic assets of our community, it is also a unique and vitally important ecosystem which includes the Harbor, Lower Bay, Upper Bay and upstream watershed. Purpose of Harbor Area Management Plan: To provide the City with a Resource Management Tool to assist in balancing environmental issues with the day -to -day operation, long -term maintenance and recreational use activities in Newport Bay. Harbor Area Resource Management Tools 75 The development of this management tool for the Lower Bay requires addressing multiple challenges across often dissimilar or even contrasting beneficial use interests to achieve the overall goals. These challenges, identified through regulatory agencies, stakeholder groups and the City include. Dredging Requirements & Contaminated Sediment Management Eelgrass Capacity Management & Tools Beach Replenishment Strategy Water Quality Harbor Channel and Pierhead Lines Each of these different challenges has been evaluated and potential steps forward have been presented in Technical Report Summaries in previous sections. The Summaries have been developed from the Technical Reports that are presented in the Appendices. This Harbor Area Resource Management Tool section presents the potential steps forward given in the individual Technical Summaries and integrated into an overall strategy with preliminary project priori - tizations, potential funding sources and linkages to other projects. For each of the program elements above, this section first presents a summary of the issues /chal- lenges and the overall goals. Based on the assessment of these challenges and the steps forward presented in the Technical Summaries, an implementation schedule is presented. This implementation strategy provides the suggested priorities, linkages to other program challenges, and estimated costs to achieve the overall program goals. Hydrodynamic & Water Quality Numerical Modeling Requirements Regional General Permit Sea Level Rise & Flood Control Management Upper Bay Sediment Control Upper Bay Restoration & Management The suggested priority projects and activi- ties are then assessed using evaluation crite- ria that are based on the goals of the overall integrated program. These criteria include each of the beneficial uses defined in the Harbor and Bay Element and additional elements designed to support long -term sustainability of the Bay. This evaluation provides an additional tool to demonstrate the importance of an integrated approach to achieve the overall program goals. The scoring for these criteria uses a five -point scale with a full red circle representing the least effective in meeting the criteria and a full green circle representing the most effec- tive in meeting the criteria. A full descrip- tion of the criteria is presented on page 7. Although one element may have little or no benefit in a single criteria, when integrated and implemented as an overall program, the combined outcome achieves the stated goals. Harbor Area Resource Management Tools Following the presentation of each of the suggested priority projects and activities for each challenge, an integrated implementa- tion schedule is presented for the entire Harbor Area Management program. The linkages of each priority project and activity to other elements are identified as dashed lines connecting the activities in the sched- ule. This overall implementation strategy provides the City with a management tool to identify the timeline for implement- ing the activities, the critical path linkages and the estimated costs. Potential funding Harbor Area Management Tools: sources are also identified in this strategic implementation tool. Following the imple- mentation schedule is the overall assess- ment of the priority activities with regard to an integrated score for the program cri- teria. The results of this evaluation demon- strate the need for the integrated program set forth by the HAMP in order to effec- tively address the overall goal of balancing environmental issues with the day -to -day operation, long -term maintenance and rec- reational use activities in Newport Bay. Technical Summaries - Presents the challenges and goals for each element based on the Technical Report Summaries presented in the previous sections and the full Technical Reports in the Appendices. Implementation Strategy Schedule - Provide an integration of the suggested priority activities/ elements for each of the HAMP challenges, the estimate timelines and the critical path linkages with other activities. Cost Estimates - The Implementation Schedule also presents estimated costs and potential funding for planning purposes. Integrated Project Scoring - Program elements are scored using the beneficial use criteria and the scores combined demonstrating the need for an integrated Harbor Area Management program. Funding - The final discussion under these management tools covers potential funding strategies and options of the suggested projects. Harbor Area Resource Management Tools The HAMP is built on the foundation of the Harbor and Bay Element and provides the framework to build an integrated and sus- tainable program that most cost - effectively addresses the beneficial uses. The following management tools present the integration of the suggested projects to best meet the long- term goals and vision. The integration of elements that include dredging of the chan- nels, eelgrass management, and water qual- ity has not been fully integrated in previous documents. This plan therefore provides this needed function to best achieve the ben- eficial use goals in a cost - effective manner. $100 W As shown in the graphic on the follow- ing page, the integrated approach of the HAMP results in benefits to the individual projects. For example, the integration of the dredging of the harbor with eelgrass management, beach replenishment and flood vulnerability provides for potential beneficial use opportunities that will lower the unit cost of dredged material manage- ment. This is illustrated in the bar graph of the unit costs for dredged material handling and placement. There is also a benefit to the other projects in the lower cost of materials for use in restoration projects by increasing the elevation of existing deeper areas, in replacing sandy material on Harbor beaches and backfilling behind modified sea walls to address future flooding. $40- 601c.yd. Dredged Mate- Restoration rial Projects Beneficial Uses $30- 351c.yd. $10- 121c.yd. Backfill for Bulk- Beach Replenish - heads ment Harbor Area Resource Management Tools $75 v E +� � a $50 a v 01 u Z :o v $25 v � i u � a a v$20 v $15 a $10 � o a $0 W As shown in the graphic on the follow- ing page, the integrated approach of the HAMP results in benefits to the individual projects. For example, the integration of the dredging of the harbor with eelgrass management, beach replenishment and flood vulnerability provides for potential beneficial use opportunities that will lower the unit cost of dredged material manage- ment. This is illustrated in the bar graph of the unit costs for dredged material handling and placement. There is also a benefit to the other projects in the lower cost of materials for use in restoration projects by increasing the elevation of existing deeper areas, in replacing sandy material on Harbor beaches and backfilling behind modified sea walls to address future flooding. $40- 601c.yd. Dredged Mate- Restoration rial Projects Beneficial Uses $30- 351c.yd. $10- 121c.yd. Backfill for Bulk- Beach Replenish - heads ment Harbor Area Resource Management Tools HAM Integrated Approach Integrating Element Programs /Projects Results in Multiple Benefits �/ L 16 mnel Frrrr,.ri 1'rnnils rliG14 • $Ircn,nllnn Barn165rn1c DnAging.vlMn GlRna Mvv.ger Plvn f I la 4pq.nr Al AR rgn rlrn.ulc Mnfenvl /r ffuffl l FrlruulR Add BrrlALcn,l. m AAArc., IIwAu,, This graphic demonstrates the integration of the HAMP elements and the benefits that can be achieved through this integration. Harbor Area Resource Management Tools ,,,,n .n trl , Pmm•" ihlvwyrrlr Plan e•u BM I lnrur vnA F Iurt DrrAying P.vrrArc Cvnl,nurd� Beul A..cr. Ldnn IVetrnFvA sar„ra L «J J l ... Mnll /lul.ir \CrF rt011 l ;i Cd C troll 79 Dredging kcquirements & Contaminated scc iment Management Harbor Area Resource Management Tools Ooll Beneficial Use Challenges: In recent years, sedimentation in Lower Newport Bay has resulted in Criteria /Rating the narrowing and shoaling of the federal channels and adjacent non- federal channels that act as the main conduits to marina and harbor Water traffic. The Lower Bay has remained subject to heavy amounts of silt Quality O and sedimentation via tidal activity and storm events. Marine Goals: Obtain dedicated federal funding and support for current phase of Resource O dredging of federal navigable channels to ensure safe and navi- P rotection (ASBS) gable waterways. Habitat n _ _- --- - - - - -- - ;.. 1_roteetion Enhancement a- ^ Community/ i ��� i� • � . __ "! � � Public O Access . .fill x Water � z Conservation O ZF45. Legend _ — P� i Moonn95nes +mw1�i�.. ?> Channel O Federal NaWgason Channel .. \� Maintenance Harbor GM1annel8 Pierhead Unes Oretlge Requirements ` Dredge Depth tn) Flood Control Moe -1 =11-15 M 16.2 Berthing =21 -25 Management O ®36 a _ - ]1-]6 ® ]5 -4 Recreational opportuni- O Short -Term Mid -Term Long -Tenn Est. Cost ties Dredge Material Mg[. Plm1 e Channel Remediation Ongoing Ocean Disposal Evaluation Variable at this time Ongoing Sustainabil- Sediments tainabiE Plan Ongoing O Dredging of federal channels Variable at this time Dredging o non - federal channels it Variable at this time Harbor Area Resource Management Tools Ooll Eelgrass Capacity & Management Harbor Area Resource Management Tools f %P Beneficial Use Challenges: While eelgrass serves as an important ecological resource within Criteria /Rating Lower Newport Harbor, it often conflicts with other beneficial harbor uses, particularly those related to guest and residential boating and Water navigation. Quality O God k: Provide information to aid the City in developing and implementing Marine an Eelgrass Management Plan for Newport Harbor. The plan will Resource ensure eelgrass is being sustained while the City maintains all the Protection O beneficial uses of Newport Harbor. (ASBS) Habitat Protection/ 0 x Enhancement Cornrnunityl Public O N \ Access c Water O Conservation f A Channel Maintenance Flood Control Legend Mooring Sites Federal Navigation Channel Berthing Management Harbor Channel & Pierhead Lines Stable Eelgrass Zone Recreational Opportuni- Short -Term Mid -Term Long -Term Est. Cost ties Habitat Value Assessment $60K Eelgrass Capacity Assessment Funded Sustainabil- Eelgrms Management Plm Development Management Plan- Agency Review and App oval $150K $50K ManaeementPlanImplemenallon $3 -5M rty Assessment $75K Harbor Area Resource Management Tools f %P MWA40 Beach Replenishment Strategy Challenges: A formal system is not in place to manage and prioritize beach replenishment projects. Components of the RGP restrict the ap- plication of dredged material on beaches. Goals: Develop a centralized system for efficiently tracking and utilizing compatible dredge material for beach replenishment. Increase vol- ume of materials for beach replenishment under the RGP process. f :Jq Beneficial Use Criteria /Rating Water Quality O Marine Resource O Protection (ASBS) Habitat Protection/ O Enhancement Community/ Public Access Water Conservation O Channel Maintenance O Flood Control O Berthing Management Recreational Opportuni- O ties Sustainabil- ity O Harbor Area Resource Management Tools �" Water Challenges: Understanding the extent and source(s) of water quality impacts to the Lower Newport Bay, and the development of a strategy to cost - effectively implement BMPs to meet the antici- pated requirements ofTMDLs. Goals: To develop an implementation strategy for water quality BMPs that is coordinated with regional and local water quality protec- tion and improvement efforts to meet both regulatory drivers and Harbor Area beneficial uses. Harbor Area Resource Management Tools Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection (ASBS) Habitat Protection/ Enhancement Community/ Public O Access Water Conservation O Channel O Maintenance Flood Control O Berthing Management O Recreational Opportuni- ties Sustainabil- O ity (1) Prop 50 IRWM Funding (Variable sources but requires partial City match) (2) Potential State and Federal Grant Rending (Variable sources but requires partial City umtch) Harbor Channel & Pierheac Lines Cha I lenges: The design and use of Newport Gay has been altered extensively, however, the Harbor lines have not been systematically adjusted since their original development in 1936. Goals: Update harbor lines to reflect current uses. Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection O (ASBS) Habitat Protection/ Enhancement Community/ Public Access Water Conservation Channel Maintenance O Flood Control O Berthing Management Recreational Opportuni- ties Sustainabil- ity Harbor Area Resource Management Tools Hyc ro�ynamic Moc cls Challenges: Based on past modeling efforts, it is concluded that a 3D hydro- dynamic and water quality model would be required to fully cap- ture the complex flow and transport of the Newport Harbor and Bay. A calibrated 3D model for Newport Bay and Harbor can be used to evaluate many of the proposed strategies and BMPs developed for this HAMP. Goals: To develop, calibrate, and use a 3D model for the evaluation and development of the various proposed strategies and BMPs developed in this HAMP. Short -Term Mid -Term Long -Term Est. Cost Develop 3D Hydrodynamic Model $250K Calibrate Hydrodynamic Model $500K Implement lydrodymanic Model Covered Under Related Project Harbor Area Resource Management Tools Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection O (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel O Maintenance Flood Control 0 Berthing Management O Recreational Opportuni- ties ties Sustainabil- ity m 0 1 Regional General Permit Challenges: The permit renewal process is long and costly, and the permit needs revisions. Approval of the plan by all stakeholders is difficult to at- tain. The permit restricts the range of activities and does not allow for consistent disposal opportunities. The result is a loss of eelgrass. Goals: Streamline the RGP process. Include Eelgrass Management Plan op- portunities under the RGP. ILI w C M Legend Mooring Sites Federal Navigation Channel Harbor Channel & Pierhead Lines Streamline Regional General Permits f -ri Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection O (ASBS) Habitat Protection/ O Enhancement unity/ Public Public P O Access Water Conservation O Channel Maintenance O Flood Control O Berthing Management O Recreational Opportuni- ties Sustainabil- ity O Harbor Area Resource Management Tools Sea Level Rise and Flooc Control Management Harbor Area Resource Management Tools Beneficial Use Challenges: The extreme high tides in California threaten flooding of low -lying Water terrain and result from the coincidence of extreme astronomical tides Qualihy and storm- induced sea level changes. Estimates of future sea level Marine rise at Newport Harbor fall in the range of 1 -3 ft/100 years range. Resource Goals: Assess long -term flood vulnerability to the Harbor Area using predic- Protection tive models and evaluation of existing flood protection. Based on this (ASBS) vulnerability assessment, develop management measures that are inte- Habitat grated into the overall HAMP program. 77tese measures may include Protection/ revisions to the required elevation of new bulkheads. Enhancement 6050000 6052500 6055000 6057500 60600W 6052500 9 n n N Access Water Conservation O Channel Maintenance O Flood Control O Berthing Management Q Recreational .ate Fest (NAND 88( C� N -0 -1 Sustainabil- ity _1 -2 �2-3 3-4 Od -5 m 05 -6 06.7 �7-8 LA 8 -9 g -11 -12 2,500 1,250 0 2 500 Feet Short -Term Mid -Tenn Long -Term Est. Cost Flood Vulnerability Assessment Not Awssed Develop Flood Manag ment Measures Im lement Revised B Ikhead Elev. Code Implement Flood Protection Measures Harbor Area Resource Management Tools Beneficial Use Criteria /Rating Water Qualihy O Marine Resource Protection O (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel Maintenance O Flood Control O Berthing Management O Recreational Opportuni- ties ties Sustainabil- ity O Upper Bay Sediment Control Challenges: Current restoration and dredging activities include the establish- ment of sediment control basins to control sedimentation of the Lower Bay. The effectiveness of these basins to reduce sediment loads of fine grained sediments needs further evaluation. Data gaps exist to conduct this assessment. Goads: • Long -term goal is to reduce the sediment load to the Upper and Lower Bay. • Effectively manage sediment basins. • Coordinate sediment removal with restoration / beach replenishment / sustainable sediment management. 1:1:3 Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection O (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation Channel Maintenance O Flood Control U Berthing Management Recreational Opportuni- ties ties Sustainabil- ity (3) Local share (4) Federal Funds Harbor Area Resource Management Tools Upper Newport Bay Restoration & Management Challenges: The challenges for the Upper Bay Restoration includes securing funding for the restoration projects and the development of the Management Plan and coordination of the dredging activities with the restoration projects and water quality and Lower Bay dredging projects. Goals: Implement the restoration projects for the Ecological Reserve and com- plete the Upper Bay Management Plan. S .t Legend (1) Prop 50IRWM Fmed ..g (Variable sources but require partial City matdr) (8) Potential State and Federal Grant Funding (Variable sources but requires partial G7y, match) Harbor Area Resource Management Tools Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection Upper Newport Bay Ecosystem Restoration (ASBS) Habitat Protection/ Short -Tenn Mid -Terre Long -Terre Est. Cost IRWMP Application submitted O Access Water IRWMP P IRWMP Funaiagg estoration Projects O Channel $45M(1) Final Upper Bay Flood Appxova] Draft Upper Bay Control Management Plan Management Plan Management $150K Big Canyon Design &Implement Big Canyou Restoration Project - Implementation Opportuni- ties Snstainabil- ity O $5M(2) (1) Prop 50IRWM Fmed ..g (Variable sources but require partial City matdr) (8) Potential State and Federal Grant Funding (Variable sources but requires partial G7y, match) Harbor Area Resource Management Tools Beneficial Use Criteria /Rating Water Quality O Marine Resource Protection (ASBS) Habitat Protection/ O Enhancement Community/ Public O Access Water Conservation O Channel Maintenance Flood Control O Berthing Management O Recreational Opportuni- ties Snstainabil- ity O :• Map of Integrated Projects achieve the greatest balance of beneficial uses. Implementation Strategy Schedule and Cost Estimates The following Implementation Strategy Schedule presents the integration of the suggested proj- ects /management measures that address the goals of each of the HAMP challenges. This tool provides a prioritization of the projects based on the timeline presented and the integration of the projects represented by the dash -line linkages. These linkages represent a critical path to complete the integrated projects cost - effectively and achieve the greatest balance of beneficial uses. Prioritization of projects is therefore based on required starting dates to fully implement the project and the linkages to the other integrated projects. For example, dredging of the non- federal channels in the Lower Bay needs to be coordinated with the completion of the Eelgrass Harbor Area Resource Management Tools Management Plan, the streamlined RGP pro- cess, and the harbor and pier line activities to successfully meet the goals of each challenge cost - effectively with the greatest balance of beneficial uses. Prioritization of the proj- ects will also depend on the availability of resources to complete the projects. Funding strategies and options are discussed in the fi- nal section and are listed as footnotes on the Implementation Schedule. The Implementation Strategy Schedule and Cost Estimates represent the overall frame- work of the RAMP. As a Resource Manage- ment Tool, this Implementation Schedule provides integrated solutions that result in cost savings and positive return on invest- ment paid to the triple bottom line of eco- nomic, community, and environmental benefits. The suggested actions in this plan provide the potential steps forward to meet the challenges in a cost - effective manner through the integration of projects. This plan is based on the understanding that the "no action alternative" would lead to inac- cessible channels, loss of property values, and regulatory action. Management mea- sures are needed to maintain the vitality of the Harbor's assets that balance the benefi- cial uses cost - effectively. Integrated Project Scoring The assessment of the suggested projects is presented in the table that lists the HAMP elements and the evaluation criteria. The HAMP elements listed represent the sug- gested projects presented in the summaries and listed in the Implementation Schedule. This table therefore represents the assess- ment of the suggested priority projects us- ing the evaluation criteria that are based on the goals of the overall integrated program. Harbor Area Resource Management Tools These criteria include each of the beneficial uses defined in the Harbor and Bay Element and additional criteria to support the long- term sustainability of the Harbor. This evaluation provides an additional tool that demonstrates the combined ben- efits achieved through the integration of the projects. As shown on the table, there are a number of negative scores for the projects under the single HAMP elements represent- ed by red half circles. However, when the suggested projects are integrated, the over- all scores result in a positive score for each of the beneficial use criteria. Integration of the HAMP element projects re- sults in a combined score that is positive to all the criteria based on beneficial uses. The inte- grated RAMP strategy therefore results in an overall balance of beneficial uses in accordance with the mission statement. The overall outcome of the HAMP is illustrated by the figures on the following page. These figures provide the framework for current and future planning to meet beneficial use goals. p.92 Integrated Project Scoring Table p-93 Implementation Strategy Schedule and Cost Estimates The HAMP provides a framezuork for the devel- opment and integration of specific project plans and designs that address the challenges out- lined and linked in this document. The HAMP will therefore be updated through these project plans that will include more recent data, polices and regulatory requirements. It was the Har- bor Commission's intent to use the HAMP as a launching pad for the specific projects that ad- dress the outlined challenges, and to use avail- able resources on the implementation of these projects rather than focusing on continual up- dates to specific issues in this document. Integrated Project Scoring Table: Project Assessment and Integrated Benefit 1 = Activities proposed 5 = Activities proposed �� for the element are the for the element are the effective at meeting LEAST effective at ineeting the beneficial usegoal 1 2 3 4 5 the beneficial use goaI Beneficial Use Criteria cd = r tz 4' •}. v C j O p C U p L p 3U '� C u i. a cn W 3G Gc xc a vP- ¢ L) u On � Z C ' Dredging Require- ments/ O O 4 0 0 0 O O 0 0 USediment Eelgrass 0 0 0 0 0® ®® 0 0 0. d yReplenish- 0 0 0 0 0 0 0® 0 0 O 4. ment 0 0 0 0 0 0 0 0 0 0 C1 izi � _ Channel/ Picrad Hc,hea O O ® 0 ® 0 O O O O Lines Hydro- dynamic dynamic O O O O O O O O O C1 Models U Regional General 0 0 0 0 0 0 0 0 0 0 Permit Sea Level Rise 0 0 0 0 0 0 0 0 0 0 Control tv 0 0 0 0 0 0 0 0 0 0 Control Upper WP °rt 0 0 0 0 0 0 O O O 0 Bay Comibned i Bene t o O O O O O O O O O 0 Approach (2) (2) (2) (2) (3) (2) (2) (2) (2) (2) 1 = Activities proposed 5 = Activities proposed �� for the element are the for the element are the effective at meeting LEAST effective at ineeting the beneficial usegoal 1 2 3 4 5 the beneficial use goaI Implementation Schedule Dredging Require - tom— i menu,/ Sediment �lr Eelgrass I� Beach Replenish- ment P f] Short -Term Mid -Term Dredge Material Mgt. Plan Rho,CharreclRemediation • •Crean Disposal Evaluation SedimentS stainabili Plan : 4 ................• ••.•, 1 ......... • Dredging of federa± channels D, .4.. .r........ . Habitat Value Assessment Eelgrass Capacitv Assessment : • Beach BMP Strategic Plan Phase I BW Imp: Implementation with IRCWMP Pori TMDL lml 6LmeAciusianemPlan Lure Ados4nent- 1� Hydro- dynamic Models \� APS Flood Sea Level Rise and Flood Control Revie4✓ ea4 Erosion Control it6n. `se .... .... ...... Review Develop 31) Calibrate Hl Revise RGP • •.. • • •. Sampling Plan Templa e Measures nt- IgNplement3l ric Model Mn,14 • • . imnlum, i Long -Term al on mplementation: ;o Creek Water4 Estimated Cost Ongoing Variable at this time Ongoing Ongoing Variable at this time Variable at this time $60K Funded $150K $50K $3 -5M $75K Covered un er existing bu get $150K $500K -$4M $80K Variable (1)(2) $26M (1)(2) Variable (1)(2) $60K $50K $50K $250K $500K Covered Under Related Projects $150K $15K Not Assessed L pper Bay Dredging of lohne Basins & C orals $13M(3), $25M(4) Upper Bay Sedimentation Data Ga a $60K _ Sedim :.....sedimentT ===g $60K Conte :.....irzewMr I atershed Sediment Control Projects Variable (1) TMDL trip rinentation & Monitoring - tipper Bay /San Di ego Creek Vgatershed Variable (1) IRCWMP Appliaahon5ubmitted F. IRCWMP estoration Projects Upper IRCWMP Funding $45M(1) Newport Approval : Draft Upper Bap Firs] Upper Bay Bat • • • • • • • Management Plan ..... Management Plan $150K J Big Canyon Design &Implement Big Canyon estorationProject - Implementation : $5M(2) (1) Prop SO IRWU Fmdwg (Variable sources but requires partial City match) (3) Lor11 9rme Beneficial Use Criteria (2)Pol,uhalShu,,rdFM ... I Grmet Rmdiog(Variable sources but requires partial Cihy uratdr) (4)Fedeot Flmds 93 Introduction An important part of any management plan is the issue of funding. Many projects and programs have been identified in this plan and are at various stages of implementation. This section is intended to begin the pro- cess of describing existing funding sources to implement these activities, to point out the potential cost savings of implementing integrated projects and activities rather than single - purpose projects, and to identify next steps and a strategy for creating and attract- ing additional funding needed to complete these tasks. Significant financial resources will be needed to implement the HAMP, and there are cur- rently limited fund sources for this purpose. As discussed in this section, conceptual cost estimates have been developed for the pri- ority elements/ projects which suggest over $100 million would be required to complete these projects. Additionally, there are cur- rently no estimates for additional projects that will need to be implemented to fully achieve the objectives and goals identified in the HAMP. A future task will be to identify measurable metrics that define success for each of these goals, and then a set of projects that will achieve these metrics, and cost esti- mates for these projects. It is clear that existing local revenue sources will not be sufficient to fund either the pri- ority projects or the expected future projects Funding ICI that need to be achieved. The local stake- holders have acknowledged that additional funding sources are needed, and these will likely be a combination of local, state, and federal sources. Following is a table summa- rizing the existing funding sources expected for the priority projects as well as discus- sion of the major activities needed to assure a comprehensive funding plan is developed and implemented in support of future fund- ing. Local Funding Strategy The Harbor Commission has indicated that local funding measures (e.g. harbor use fee and local sales tax) should be considered as a part of their overall strategy to develop the appropriate revenue to implement prior- ity elements and projects identified in this plan. This potential funding source may be used toward non - federally funded dredging costs. Possible next steps in developing the local funding plan may include: • Evaluate current federal, state and local sources of funding for Channel Mainte- nance, Flood Control, Berthing Manage- ment, Water Quality, Marine Resource Protection (ASBS), and Habitat Protection/ Improvement, and determine funding gaps. G._J:_.- Potential Funding Sources • Evaluate feasibility of implementing a local funding measure. • Evaluate potential for state and federal partners and grant funding opportunities so that an estimate of the required local share of funding can be developed. • Identify and rank potential local funding alternatives. • Prepare draft local funding plan. • Identify key local stakeholders. • Meet with stakeholders to promote fund- ing plan and partnerships. E,, -,a; -- • Compile feedback from stakeholders and revise funding plan based on stakeholders' input. • Develop education and outreach cam- paign to educate the public on the HAMP targets, the need for infrastructure to achieve the targets, the need for additional local revenue, etc. • Implement Local Funding Plan. • Refine Local Funding Plan as needed. Sources Expected Targeted Beneficiaries Contribution Local • Harbor usefee Region's residents, environ- • Local sales tax ment, and economy. • Utility fee or benefit assessment based on use of the property • Utility fee or benefit assessment based on total area High and impervious area (50% -100 %) • Gasolinefee • Water sales • Parcel fee • General Obligation Bond State • Competitive grants Statewide environment and • Appropriations Moderate economy. (10 -50 %) • State -wide assessments Federal • Appropriations Navigable waterway under • Competitive grants federal jurisdiction - • Stimulus Block or Resource Grants Moderate- ranks high in priority for High federalfemding. (10 -80 + 010) Areas of national environ- mental or economic signifi- cance. g • Individual and corporate donors Low - Moderate Particular communities • ConservancyToundations and other non - profit orga- n (10%) or targeted interests in the nizations region. • Evaluate feasibility of implementing a local funding measure. • Evaluate potential for state and federal partners and grant funding opportunities so that an estimate of the required local share of funding can be developed. • Identify and rank potential local funding alternatives. • Prepare draft local funding plan. • Identify key local stakeholders. • Meet with stakeholders to promote fund- ing plan and partnerships. E,, -,a; -- • Compile feedback from stakeholders and revise funding plan based on stakeholders' input. • Develop education and outreach cam- paign to educate the public on the HAMP targets, the need for infrastructure to achieve the targets, the need for additional local revenue, etc. • Implement Local Funding Plan. • Refine Local Funding Plan as needed. State Funding Strategy Voters of the State of California have passed a number of statewide water and watershed funding measures in the past several years, including propositions 12, 13, 40, and 50. Proposition 84 was approved in November 2006 and also provides opportunities to fund specific HAMP projects. Approximately $114 million is dedicated to the Santa Ana Funding Area, which includes Newport Bay. The HAMP is an integral component of the Central Orange County Integrated Regional and Coastal Watershed Management Plan ( IRCWMP), and projects within the HAMP are therefore consistent with that plan and eligible for Proposition 84 funds. The local stakeholders have acknowledged that fu- ture statewide funding may play a signifi- cant role in implementing priority projects identified in this HAMP. The followingactions have been implemented within a state funding strategy: • The Round 2 Proposition 50 application was submitted in December 2007 for the Or- ange County Central Watershed Manage- ment Area (which includes Newport Bay and the City of Newport). Unfortunately the application was scored just below the appli- cations that were requested to submit Round 2 applications. The next steps should include meeting with the state selection board and obtaining feedback on the application. • An application under Proposition 84 grant funding specific to ASBS was submitted in August 2008. The application was ranked number 3 and is positioned to receive grant funding pending available state resources. The projects included in this application in- clude water quality projects in the Harbor. Possible next steps in developing the state finding plan may include: • Evaluate and apply for existing state fund- ing opportunities under Proposition 84. • Follow up on existing grant application sub- mitted for Proposition 50, and find out what is needed to obtain a higher score to compete with available funds. • Consider other chapters of Proposition 50 and their applicability to RAMP implementa- tion. • Evaluate other statewide funding oppor- tunities, including Bay -Delta watershed pro- gram grants. • Coordinate with other regional stakehold- ers who are implementing the IRCWMP and an integrated strategy for implementing Prop- osition 84 funds within the Orange County Central Watershed Management Area. • Participate in crafting and /or providing leadership of future statewide funding mea- sures. • Participate in statewide discussions re- garding the scope and projects to be funded in Proposition 84, as well as the appropriate distribution of funds statewide. • Identify appropriate representatives to par- ticipate in discussions within the IRCWMP on development and interpretation of the lan- guage in any draft or final funding measures. • Identify key statewide stakeholders. • Meet with stakeholders to promote state funding plan and partnerships. • Compile feedback from stakeholders and revise funding plan based on stakeholders' input. G._J: • Implement Funding Plan. • Refine Funding Plan as needed. Federal Funding Strategy The ability of USACE to dredge the federal channels has been limited by federal fund- ing. Currently, efforts are underway to seek funding to bring all federal channels to de- sign depths. To incentivise USACE, the City has taken an active role in pursuing federal appropriations. Possible next steps in developing the federal funding plan may include: • Develop a list of opportunities to leverage local funding for the design and construc- tion of HAMP projects through partnerships with federal agencies. • Identify specific existing federal programs with the ability to share funding for the de- sign and /or construction of single /multi- purpose facilities to achieve progress with HAMP objectives and IRCWMP objectives. • Identify ongoing joint local and federal investigations that could accelerate the fu- ture commitment of federal funds. • Redefine existing federal investigations that would provide federal funding for con- tinuing stages of watershed planning in 2009 and beyond. • Summarize the various federal oppor- tunities enumerating their pros and cons and recommending those best suited to the HAMP objectives. • Describe the actions/ timelines under ex- isting programs to initiate new local part- nerships to secure federal contributions for the design and /or construction of new fa- cilities. E,, -,a; -- • Determine appropriate agencies that could act as the local cost - sharing sponsor for new federal studies/ projects. Current Funding Activities • An application under a NOAA Restoration grant program was submitted in April 2009. These are monies provided under the federal stimulus package. The projects under this application include restoration projects in the upper and lower Harbor and along the coast, as shown in Figure 1. Funding to Further the HAMP Program In addition to the funding of capital proj- ects and improvements described above, it is clear that additional planning is needed to refine projects that have been identified in the HAMP. Additional planning is also needed to develop fully integrated sets of projects and a comprehensive vision for the Harbor and the watershed over the next 20 years which will ultimately achieve (yet to be defined) measurable watershed planning targets. To fund additional detailed RAMP proj- ects, several funding options may be pos- sible: • Contribution from local sources (e.g., local stakeholders with a vested interest in the HAMP objectives). • Grant from state funds (e.g., planning funding from Proposition 50 and/or Propo- sition 84, or future water quality funding measures). • Legislative appropriation. • Federal funds (e.g., via USACE participa- tion or through stimulus monies). a 0 v t o, c 0 a c a 0 a a 2 3 � o � a a o_ y v a a = a v � t ... a c o a v o 0 Q C G Q O Q aZ o v �s 0 v 3 a� a v va rn� � a