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Resolution 226-2019 RESOLUTION NO. 226 2019 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA RESCINDING RESOLUTION 170-2019; ADOPTING THE AUGUST 2019 MONROE COUNTY WATERSHED MANAGEMENT PLAN AS AN APPENDIX TO THE GREENKEYS PLAN; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the 2017 Coordinator's Manual for the National Flood Insurance Program (NFIP) Community Rating System (CRS) introduced a series of credit options for "community efforts to anticipate" future flood risk in relation to climate change (FEMA 2017, pg. 110-15); and WHEREAS, since sea-level rise is expected to be an increasingly critical issue for floodplain management, many of the CRS credit options and assessment criteria for coastal communities specifically refer to studies of sea-level rise impact on future hydrologic conditions and the local drainage systems; and WHEREAS, the 2017 Coordinator's Manual notes that a mandatory prerequisite for a community to achieve CRS Class 4 status is that the community must "receive credit for managing the impacts of a 100-year storm and/or sea level rise, where applicable, based on a watershed management plan" (FEMA 2017, Credit 450, pg. 14); and WHEREAS, each improvement in CRS Class rating (starting from a Class 10) translates into a 5% premium discount on qualifying NFIP policy-holders within the Special Flood Hazard Area (SFHA), meaning that a CRS Class 4 status makes qualified policy-holders within the community eligible for a 30% total premium discount; and WHEREAS, Monroe County is currently rated as a CRS Class 5 community and achieving CRS Class 4 status would result in an additional 5% premium discount for qualified NFIP policy- holders within the SFHA; and WHEREAS, a qualified watershed management plan is defined as a mandatory prerequisite for CRS Class 4 status and any further NFIP premium discounts that Monroe County residents may receive through the CRS program will likely require the development and adoption of a watershed management plan that meets or exceeds the criteria outlined in the 2017 Coordinator's Manual; and WHEREAS, the CRS Watershed Master Plan —Prerequisites for Section 452b require the County to adopt a watershed master (or management) plan that evaluates the future conditions, including the impacts of a median projected sea level rise (based on the National Oceanic and Atmospheric Administration's (NOAA's) "intermediate-high" projection for the year 2100) on the local drainage system during multiple rainfall events, including the 100-year rainfall event; and 1 WHEREAS, the County has included the development of a CRS-compliant Monroe County Watershed Management Plan as part of a NOAA Grant entitled: "Advancing Understanding of Risk: Increasing Accuracy of Hazard Damage Assessment Tools by Improving Base Data and Analyzing Opportunities and Barriers for Use in Adaptation Planning", June 2019; and WHEREAS, the County has updated its GreenKeys Climate and Sea Level Rise Plan to incorporate the August 2019 Monroe County Watershed Management Plan to meet these CRS requirements; and WHEREAS, the County has previously passed Resolution 170-2019 adopting the previous Watershed Management Plan. NOW THEREFORE BE IT RESOLVED by the Board of County Commissioners of Monroe County that: Section. 1. The above recitals are hereby incorporated into this resolution as restated herein constitute the legislative findings and intent of the Board of County Commissioners of Monroe County, Florida. Section. 2. Resolution 170-2019 is hereby rescinded. Section. 3. The August, 2019 Monroe County Watershed Management Plan is hereby adopted. Section. 4. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED by the Board of County Commissioners of Monroe County Florida, at a regular meeting of said Board held on the 21st day of August, 2019. Mayor Sylvia Murphy Yes Mayor Pro Tem Danny L. Kolhage Yes Commissioner Heather Carruthers Yes =c-: r r Commissioner David Rice Yes cp FYI rn: Commissioner Michelle Coldiron Yes r3:N! IV co a �� BOARD OF CO TY COMMISSIONERS---; cp 1a ,.:;, r, OF MONROE UNT RDA _:+ �,'� ,'i.: , : „` i elf, % ?"1.1.'' i a BY: , . , ' aF M yor S Ivia Murphy �,, rP Y %4 � { Q. .OUH'+ ATTEST: KEVIN MADOK, CLERK 67 Ar 44 -, 1r Deputy Clerk STeVefd T.W LLIAINS ASSISTANT tl��/AQ ORNEY Dots 2 Monroe County Watershed Management Plan Report by: Jason M. Evans', Alex Clarke, Erin L. Deady, Esq.'and Monroe County 'Institute for Water and Environmental Resilience, Stetson University ZClearview Geographic, LLC 3Erin L. Deady, P.A. "Project conducted through funding support provided by the Florida Sea Grant College Program and Monroe County, Florida August 2019 rF G y w - r' Table Of Contents 1. Introduction to the Monroe County Watershed Management Plan....................................................3 2. Monroe County and FEMA's Community Rating System .....................................................................5 3. Initiatives to Address Sea Level Rise in Monroe County.......................................................................6 A. Green Keys: Monroe County Sustainability and Climate Action Plan...............................................6 B. Pilot Roads Project:Twin Lakes and Big Pine Key.............................................................................7 C. Monroe County Comprehensive Plan...............................................................................................9 D. Monroe County Coastal Storm Risk Management Study...............................................................11 E. FDOT Study of Roadway Base Clearance for State Roads in Monroe County................................12 F. NOAA Grant Work...........................................................................................................................12 4. Flood Vulnerability Assessment for Monroe County: Stormwater Drainage Systems, essential facilities, and other County-owned structures...........................................................................................13 A. Stormwater Infrastructure Inventory..............................................................................................13 B. Sea-Level Rise Projections................................................................................................................15 C. Regular Tidal Flooding of Stormwater Infrastructure......................................................................16 D. Extreme Event Scenarios in Hazus-MH............................................................................................18 E. Stormwater Drainage with 100-Year Flood and Sea-Level Rise.......................................................19 F. Essential and Public Facilities ..........................................................................................................20 G. Comprehensive Flood Damage Assessment....................................................................................48 5. STRATEGY FOR ADDRESSING COUNTYWIDE VULNERABILITIES..........................................................48 A. Secure the Data: Elevation Data (Timeframe for Completion: 2019)............................................49 B. Develop Accurate Vulnerability Information for Roads and Stormwater: Countywide Roads Analysis (Timeframe for Completion: 2019-2021).................................................................................50 C. Set Policy Based on Future Vulnerability: Future Stormwater Design Standards (Timeframe for Completion: 2023) .................................................................................................................................51 D. Long Range Planning: Integration with the Comprehensive Plan (Timeframe for Completion: 2021).......................................................................................................................................................52 6. CONCLUSIONS.....................................................................................................................................53 APPENDICES/MAPS.....................................................................................................................................54 2 L �ntroduc :ion to the Monroe County Watershed Managernent Plan Stormwater drainage systems in low-lying coastal areas are highly vulnerable to the impacts of climate change. Sea-level rise brings the most direct and chronic impacts, as the increased water level elevation of receiving water bodies and coastal groundwater tables inherently reduces the drainage potential for conventional, gravity-driven stormwater systems. The increased potential for extreme precipitation events due to climate change also threatens to exceed the drainage capacity of stormwater systems that, even if properly maintained and functioning, were originally designed under the assumption of historical climate conditions. Large king tide events that have resulted in "sunny day"flooding have brought considerable attention to stormwater system vulnerability throughout southeast Florida over recent years. In some king tide events, the tidewater inundation of outfall pipes has caused reverse conveyance of saltwater through stormwater systems and an associated discharge from stormwater inflow structures into low-lying roads and yards. Although such flooding has often been observed—and is perhaps most obvious—on days without rainfall (i.e., "sunny days"), more severe flooding will inevitably result from the co-occurrence of large rainfall events with high tides that impede the regular functioning of stormwater discharge systems. In other instances, king tide events which may or may not be exacerbated by wind, have also resulted in longer- term inundation on streets. In recognition of the fact that "floodplains and watershed change over time" due to "many natural and manmade changes," the 2017 Coordinator's Manual for the National Flood Insurance Program (NFIP) Community Rating System (CRS) introduced a series of credit options for "community efforts to anticipate"future flood risk in relation to climate change (FEMA 2017, pg. 110-15). Because sea-level rise is expected to be an increasingly critical issue for floodplain management, many of the credit options and assessment criteria for coastal communities specifically refer to studies of sea-level rise impact on future hydrologic conditions and the local drainage systems. These options are summarized in section 116.c of the Coordinator's Manual (FEMA 2017) as: - Credit is provided in Section 322.c for communities that provide information about areas(not mapped on the FIRM) that are predicted to be susceptible to flooding in the future because of climate change or sea level rise. - To achieve CRS Class 1, a community must receive credit for using regulatory flood elevations in the V and coastal A Zones that reflect future conditions, including sea level rise. - Credit is provided in Section 342.d when prospective buyers of a property are advised of the potential for flooding due to climate changes and/or sea level rise. - Credit is provided in Section 412.d when the community's regulatory map is based on future- conditions hydrology, including sea level rise. - Credit is provided in Section 4321 when a community accounts for sea level rise in managing its coastal A Zones. - Credit is provided in Section 452.b for a coastal community whose watershed master plan addresses the impact of sea level rise. 3 Credit is provided in Section 512.a, Steps 4 and 5,for flood hazard assessment and problem analysis that address areas likely to flood and flood problems that are likely to get worse in the future, including (1) changes in floodplain development and demographics, (2) development in the watershed, and(3)climate change or sea level rise. Importantly, the 2017 Coordinator's Manual notes that a mandatory prerequisite for a community to achieve CRS Class 4 status is that the community must "receive credit for managing the impacts of a 100- year storm and/or sea level rise,where applicable, based on a watershed management plan" (FEMA 2017, pg. 450-14). Each improvement in CRS Class rating(starting from a Class 10)translates into a 5% premium discount on qualifying NFIP policy-holders within the Special Flood Hazard Area (SFHA), meaning that a CRS Class 4 status makes qualified policy-holders within the community eligible for a 30%total premium discount. Because Monroe County is currently rated as a CRS Class 5 community, achieving CRS Class 4 status would result in an additional 5% premium discount for qualified NFIP policy-holders within the SFHA. Given that a qualified watershed management plan is defined as a mandatory prerequisite for CRS Class 4 status, any further NFIP premium discounts that Monroe County residents may receive through the CRS program will likely require the development and adoption of a watershed management plan that meets or exceeds the criteria outlined in the 2017 Coordinator's Manual. CRS Watershed Master Plan— Prerequisites Section 452b: (1) The community must have adopted a watershed master plan that evaluates the future conditions, including the impacts of a median projected sea level rise (based on the National Oceanic and Atmospheric Administration's (NOAA's) "intermediate-high" projection for the year 2100) on the local drainage system during multiple rainfall events, including the 100-year rainfall event. (2)The community must have adopted regulatory standards that require onsite management of runoff from all storms up to and including the 25-year. The adopted regulatory standards must manage future peak flows so that they do not increase over present values. (3) For any plan that is more than five years old, the community must evaluate the plan to ensure that it remains applicable to current conditions. (4) WMP1 credit must be received in order to receive credit for any of the other items. Monroe County Watershed Master Plan (WMP) Credit Criteria for Watershed Master Planning: WMP1 • Watershed master plan meets all of the criteria listed in Section 452.b. • Monroe County LDC 114-3(f)(1)b.1 Drainage and flood protection criteria. The surface water management system shall be designed using a 24-hour rainfall duration and 25-year return frequency in computing allowable off-site discharge rate. Flood protection and floodplain encroachment standards shall be those established in the Monroe County Land Development Regulations and Comprehensive Plan. If post-development conditions are such that a volume greater than the 1 Section 114-3. Surface water criteria can be found at: https://librar�r,municode,com/fl/monroe counter/codes/land development code?nodeld=CH114DEST 4 retention and/or detention volume required for stormwater management is already being retained on site, that condition shall be maintained. WMP3 • Plan provides onsite management of future peak flows and volumes so that they do not increase over present values. Monroe County LDC 114-3(f)(1)a.1 & 2.' (1)Water quantity. • Discharge. Off-site discharge is limited to amounts that will not cause adverse off-site impacts. These amounts are: o Historic discharges based on natural site drainage patterns; or o Amounts determined in previous South Florida Water Management District or the county permit actions. Wetland Open Space Requirements. • No development activities,except as provided for in this chapter,are permitted in submerged lands, mangroves, salt ponds, freshwater wetlands, freshwater ponds, or in undisturbed salt marsh and buttonwood wetlands; the open space requirement is 100 percent. • Allocated density (dwelling units per acre) shall be assigned to freshwater wetlands and undisturbed salt marsh and buttonwood wetlands only for use as transferable development rights away from these habitats. Submerged lands, salt ponds, freshwater ponds and mangroves shall not be assigned any density or intensity. This document has been created to provide the basis for meeting these requirements. . Monroe Countyand FEMA's CommunityRating Systerya Monroe County's recent history with the FEMA CRS program includes the following: • November 25, 2015 - Letter from FEMA acknowledging that the county was eligible to make application to the National Flood Insurance Community Program Community Rating System(CRS). • April 28, 2016—County submitted an application to join the CRS. • October 1, 2016 — County entered the CRS as a CRS Class 6, affording a 20% discount on flood insurance purchased through the National Flood Insurance Program on structures in the Special Flood Hazard Area. • October 1, 2017—County modified their CRS Class to a CRS Class 5, affording a 25% discount on flood insurance purchased through the National Flood Insurance Program on structures in the Special Flood Hazard Area. z Section 114-3. Surface water criteria can be found at: Intta lilai,..ai- .inu.�i�nicode.c:orr fl ir7cinic� �cu�int cc�d� Ia:nind d�w�lc�air7�int cc�d� inc�d�Id=CII�.�.41:.)1=::ST I.............././..................................X......................................................................................../......../.........................................................................................X/................................./.......................................................................I............................................................................................................................................................................................. 5 a lnitiatives to AddressSea Level IRise in Monroe County A. GreenlKeys: Monroe County SustainabiRy and Chmate Action Nan Monroe County prepared a GreenKeys Climate Change and Sustainability Plan, available at http://greenkeys.info/, which includes cross-cutting strategies and some road specific adaptation goals. Monroe County began the process of extensively planning for climate change and sea level rise through the development of a data-driven planning process that includes policy, project and data development. The planning process was initiated in 2013 and the County has taken several key steps to gather data and better refine its approach for climate and resiliency planning, including: • Launch GreenKeys planning process (2013-2015), Final Planning Document (2015) • Pilot Road Projects for Key Largo and Big Pine Key(2015-2016) • Facility-specific adaptation planning: o Bayshore Manor Assisted Living Facility(2016-2017) o Harry Harris Park(2018-2019) • Compilation of countywide mobile LiDAR (2018-2019) • Roads Vulnerability Analysis and Capital Plan (Initiated 2019)3 Several key work products have focused more specifically on resiliency, adaptation and sea level rise risk. In particular a comprehensive vulnerability assessment was completed as part of the GreenKeys planning process. "Appendix C",the Sea Level Rise Vulnerability Assessment for Monroe County, Florida:Technical Appendix in Support of the GreenKeys! Sustainability and Climate Action Plan is the County's first analysis regarding sea level rise vulnerability.4 Components of the assessment included analysis of ground elevation relative to current and future tidal heights for all public roads and buildings owned by Monroe County, as well as critical infrastructure that includes emergency response, law enforcement,wastewater facilities, water supply, schools, and electrical utilities. Assessments of land cover change and habitat vulnerability to sea level rise were also performed using tidal inundation models and custom scenarios of the Sea Level Affecting Marshes Model (SLAMM). An important outcome of the overall GreenKeys plan was a recognition that sea level rise planning will be an ongoing effort and that work needed to be done by the County to shore up datasets for future analysis. A key recommendation of that planning effort was also for the County to secure better elevation data, so in 2017, the County initiated a scope of work to collect countywide mobile LiDAR. The scope included Mobile LiDAR scanning and data extraction for all of the roadway centerlines within the unincorporated County limits and also the development of spot elevations for first floor elevations for County facilities 3 The overall project work shall include, but not be limited to,adaptation measures based on a proposed acceptable level of service or range of level of service alternatives for roadway elevation, reconstruction of base and asphalt, drainage, potential pump stations, etc., landscape or other elements. It will also identify whether construction easements, private property purchases, etc. are needed for a particular alternative or solution, whether roadway elevation and/or storm water conveyance and treatment methods are needed. The recommended roadway adaptations shall include legally-required storm water capture,transport and treatment systems to meet the unique water quality standards applicable to Monroe County. 4 Sea Level Rise Vulnerability Assessment for Monroe County, Florida: Technical Appendix in Support of the GreenKeys! Sustainability and Climate Action Plan, .I:n.t.a�..!././.... .,., ,! 7..1....a,, ,!�7.?�.d..!.j!.�"!::`i..::corr7./.!�r7. ..!.:n.!:. . ..::: .a /. ..I..:::. .a......l..c..�......;...n... . ...................................................................ed .......................l�i.c .�.�� oe Ti�ic � a.d.../. . .......... ........................................................................1i...�c.t.u..i...f.........I....l..a..lai.t.a.t...........�....2...........7.........�......!...:.u........Ia......d.......�.. .. 6 located throughout the County. This dataset is nearing completion for us in upcoming County analytical efforts. All of these initiatives are based on the GreenKeys Plan which serves as the County's overall response to climate change and sea level rise. By PHot Roads Project: Twin Lakes and Big Rine Key' The Pilot Project assessed the implications of sea level rise on the County's roadway improvement program in two communities.This effort was motivated by two significant events.The first was the release of the County's GreenKeys! Sustainability Action Plan ("GreenKeys! Plan")which made recommendations to address climate and sustainability issues throughout the County. The second was the King Tide Event of 2015,which due to a combination of tidal and storm conditions, caused long-term, disruptive flooding. The County conducted this Pilot Project and engineering technical analysis based on a data driven method to identify the appropriate design response to potential sea level rise effects on roadways for two communities.The County's Team developed an approach to define alternatives for road improvements in the two pilot communities based on several elements: • Assessed past tidal events in the Keys by analyzing a 20-year historic tidal record and determining the statistical probability of tidal flooding for certain events based on that assessment. • Used the Intergovernmental Panel on Climate Change ("IPCC") AR5 Median and United States Army Corps of Engineers ("USACE") High sea level rise scenarios, used by the Southeast Florida Regional Climate Change Compact ("Compact"), to identify potential rates of increase expected over a 25-year road improvement project lifetime for the road improvements. The statistical assessment of tidal flood elevation recurrences was then recalculated after adding sea-level rise values of 0.72' (2040 IPCC-AR5 Median) and 1.21' (USACE High) onto the baseline 1992 mean sea level. • Developed four design response strategies (6", 12", 18" and 28" of road elevation) to evaluate flooding impacts and the benefits gained from those responses. • Compared design scenarios to tidal flooding recurrence in 2015 and in 2040 to define the performance of design options under various scenarios. • Developed design cost estimates for the various identified road elevation scenarios to understand the relative differences in cost between various design options. • Provided recommendations on implementation strategies for future road elevation and drainage improvements. Stormwater solutions and designs were discussed as well as local factors that may influence design options such as elevations of adjacent properties and impacts to environmentally sensitive lands. The Final Report provides a technical basis for harmonizing future sea level rise impacts and a threshold for flooding (in terms of days not exceeded) that can be replicated. Appendix 1 creates a standard methodology for developing the elevations of future road improvement projects based on 1) future sea level rise projections and 2) not exceeding a certain number of days of flooding annually. Combined these two values create an initial target design elevation outlined in the Appendix 1 methodology. 5 GreenKeys: CE 2 .2 Pilot project to conduct a Comprehensive Feasibility Study for Enhanced Stormwater and Tidewater Criteria (prioritizing areas)for near-term areas subject to inundation risk, including nuisance flooding(in two locations). 7 The Final Report also includes a legal and policy overview including the state of the current law related to infrastructure, flooding and sea level rise implications. Applicable state law and case law are analyzed to answer questions related to a local government's duties for levels of service related to roads.An overview of case studies from other local governments (and agencies)that have begun to address levels of service related to flooding or future flooding, and have adopted policies doing so, is included in Part 2. A policy framework is included which is based on a three-pronged approach to: 1. Define a target "Design Criteria" 2. Evaluate a list of Local Conditions that may affect implementation 3. Create a designation for areas where the design criteria cannot be met The Final Report includes recommendations for elevations in the Twin Lakes Community in Key Largo and the Sands Community in Big Pine Key as follows: • In the Twin Lakes Community, the recommendation is that portions of the roadways be raised to approximately 5" of elevation NAVD88 (4.4 inches as noted in technical material) to provide flooding relief, and extend the life of the road to 2040. • In the Sands Community, the recommendation is that portions of the roadways be raised to approximately 11" of elevation NAVD88 (10.3 inches as noted in technical material) based on a similar assessment. Ultimately, as a result of this Project, the County adopted a Resolution (028-2017) (attached to this document)to establish interim design standards for roads (and corresponding stormwater systems) until the County can assess its vulnerabilities at an engineering level on a more comprehensive scale. The Resolution also authorized development of a procurement document to analyze the impacts of sea level rise and develop a capital planning effort on a countywide basis.' Lessons learned from this effort have been valuable, but the larger County effort will be better able to provide the information needed to support a fully developed capital planning program going forward. That said, this Pilot Project, and the specific recommendations identified for the two communities resulting from it, serve as a basis to move forward to the design and implementation phases. This will continue the process of developing valuable results-oriented information for future use. The Pilot Road projects are currently in the design and permitting phase with construction (including stormwater features) anticipated in the next two-year timeframe. a Resolution (028-2017)applicable provisions: • WHEREAS, the methodology for development of flood level estimates for the two communities identifies water elevations that represents values for an allowable annual flooding return period (not to exceed 7 days) and also includes sea level rise projections (IPCC AR5 Median from the Southeast Regional Climate Compact's Unified Sea Level Rise Projection,2015)in determining desired final roadway elevations for road improvement projects; and • THEREFORE BE IT RESOLVED,2.The Recommendations and Appendix 1 Methodology from the Final Report for the Monroe County Pilot Roads Project: The Sands and Twin Lakes Communities will serve as an appropriate Interim Standard for determining the elevation of road improvement project until a Revised Standard is developed in the future. 8 C. Monroe County Comprehensive Nan? In 2013, Monroe County updated its Comprehensive Plan addressing climate and sea level rise issues in multiple places. Most notably, the County added an Energy and Climate Element that contains most of the new Goals, Objectives and Policies the County is pursuing related to sea level rise. These Goals, Objectives and Policies serve as an initial guide for the County to 1) develop better data sources to characterize risk and 2)commit to enhanced decision-making relative to the best available data regarding climate science and vulnerability. There are numerous key provisions relative to planning for the impact of future sea level rise: • Policy 1501.1.5 Monroe County will support local and regional modeling and monitoring programs, as resources permit, to assure the most current locally specific data is considered in the 2030 Comprehensive Plan and Land Development Code updates. This may include but is not be limited to programs designed to monitor surface water quality (including temperature), sea level rise, hydrologic and geologic conditions, groundwater quality and levels, precipitation and groundwater withdrawals from resources that the County depends upon (including those outside County lines).The County shall make such data available to the public. • Goal 1502 Monroe County shall incorporate the best available data and science, into its policy and planning decisions for infrastructure, recognizing the uncertainty associated with long range climate change predictions. • Objective 1502.1 In conjunction with future updates to the 2030 Comprehensive Plan and land development regulations, the County shall update the data and assumptions related to climate change impacts to infrastructure based on the latest scientific predictions and observed (monitored)impacts. Monroe County shall also consider climate change impacts such as increased temperatures, sea level rise, potentially shifting habitat and ecosystem types and the need to withstand increased storm surge in evaluating public infrastructure decisions. • Policy 1502.1.1 Prior to incorporating a new project to the Capital Improvements Element, Monroe County shall assure that it is reviewed for recommendations to increase resiliency and account for the impacts from climate change, including but not limited to,sea level rise and storm surge. Monroe County shall evaluate financial expenditures to fund repairs, reconditioning of deteriorating infrastructure and new infrastructure improvements within or proximate to vulnerable areas to manage public investments appropriately. Monroe County shall focus on level of service standards, as one of the points of analysis, to assure that infrastructure useful life and service expectations can be met in the face of climate change impacts. • Policy 1502.1.5 Within five(5)years after the adoption of the 2030 Comprehensive Plan, Monroe County shall initiate an inventory of existing and planned infrastructure up to the 2030 horizon, based upon the vulnerability mapping identified in Policy 1502.1.4, for capacity to accommodate projected sea-level rise over the life expectancy of that infrastructure. Monroe County shall identify the infrastructure within those areas, its useful life and any retrofits or capital projects necessary to address the impacts of sea level rise. These strategies may include defense, accommodation, or and retreat projects, or not building planned infrastructure in vulnerable locations,to address the impacts of sea level rise. Monroe County will consider developing design criteria, in conjunction with a broader asset management planning process. ' Monroe County Year 2030 Comprehensive Plan, Policy Document available at: https://www.monroecounty- fl.gov/DocumentCenter/View/4606/2030-MC-Comer-Plan revision-3?bidld=. 9 • Policy 1502.1.6 Within five(5)years after the adoption of the 2030 Comprehensive Plan, Monroe County shall consider incorporating a planning, design and permitting standard for infrastructure and public facilities that may include a sea level rise assumption of 3"-7" by 2030 as developed by the Southeast Regional Climate Compact. The County shall review and update sea level rise projections when new and pertinent data is available. (The 3"-7" by 2030 is based on a 2010 baseline--if adjusted to a 1992 baseline it would result in 6"to 10" by 2030 above the 1992 mean sea level). • Policy 1502.1.7 Monroe County shall ensure that new, renovated and replacement public facilities and infrastructure, such as streets and bridges, water and wastewater treatment plants, police stations and fire stations, and any other public facilities that the County has authority over, are designed in a manner which considers the useful life of public facilities and infrastructure. The County shall also consider the potential impacts from climate change, including rising sea levels and shoreline stabilization needs, on its infrastructure and public facilities. • Policy 1502.1.9 Monroe County shall coordinate with appropriate agencies to monitor changes to minimum road elevation standards which may be specific to Monroe County due to its unique exposure to climate change and sea level rise impacts. This could also include enhanced stormwater management requirements and resurfacing requirements for certain transportation segments. • Policy 1502.1.10 Within five(5)years after the adoption of the 2030 Comprehensive Plan, Monroe County shall review land development regulations that address stormwater management considerations for sea level rise impacts. To the extent practicable, Monroe County shall incorporate green infrastructure or passive alternatives that maximize land preservation over impervious or "active" infrastructure. Such alternatives could include the reconditioning and reuse of septic tanks, increased use of rainwater harvesting techniques,such as cisterns and other water storage techniques. Monroe County shall determine if land development regulation amendments are needed to address increased retention requirements and other topographic or infiltration considerations which may influence stormwater management requirements. Monroe County shall also consider the ability to meet water quality requirements related to stormwater management regulations and if there are any impacts from climate change that may jeopardize the County's ability to meet those requirements. • Goal 1503 Monroe County shall address energy and climate issues in the built environment by: encouraging green development practices; reducing waste; enhancing transportation choices; and educating the community about the need to reduce energy use and prepare for climate change impacts. Objective 1503.1 To address the impacts of GHGEs and climate change, Monroe County shall promote energy efficiency across all sectors of energy use, public and private sector, in the built environment. • Objective 1503.1 To address the impacts of GHGEs and climate change, Monroe County shall promote energy efficiency across all sectors of energy use, public and private sector, in the built environment. • Policy 1503.1.2 Within seven (7) years after the adoption of the Comprehensive Plan, Monroe County may include climate change impacts as a factor in determining appropriate levels of development. • Policy 1503.1.4 Monroe County shall review the most updated FEMA maps within one (1)year of their release and evaluate floor elevation requirements, as necessary, for all new construction in vulnerable areas. • Policy 1503.1.7 Within five(5)years after the adoption of the 2030 Comprehensive Plan, Monroe County shall determine the appropriate climate change considerations (including but not limited 10 to, emergency management, flood risk, storm surge, threats to potable water supply, the potential for changing habitat and landscapes, the need for shoreline stabilization and the potential impacts to infrastructure necessary to serve proposed uses)to evaluate when reviewing land use amendments. • Policy 1503.1.8 Within five(5)years after the adoption of the 2030 Comprehensive Plan, Monroe County shall develop a shoreline stabilization strategy to protect and enhance the built and natural environments from erosion and sea level rise impacts prioritizing natural green infrastructure approaches. Monroe County shall assure shoreline stabilization strategies are found to be in the public interest in light of that area's vulnerability to climate change impacts. Monroe County shall also consider public access to beaches, minimizing adverse impacts to coastal processes and resources, impacts to neighboring properties, and the values and functions of beaches and coastal/marine systems, relative to shoreline stabilization strategies. • Objective 1503.4 In coordination with the next update to the County's emergency management policies, Monroe County shall coordinate with municipalities, the Florida Division of Emergency Management, and other applicable agencies to further review and incorporate sea-level rise considerations and climate change. • Policy 1503.4.1 Within five(5)years after the adoption of the 2030 Comprehensive Plan, Monroe County shall review its post-disaster redevelopment plan and land development regulations to include, as appropriate, consideration of climate change impacts, repetitive loss structures and shoreline stabilization needs. • Policy 1503.4.2 In coordination with the next update to emergency management policies, Monroe County shall determine any impacts to hurricane evacuation timeframes exacerbated by a 3"-7" increase in sea-level rise by 2030 on transportation facilities. D. Monroe County Coastal Storm Risk Management Study In 2018, Monroe County executed an Agreement with the U.S. Army Corps of Engineers to develop a Coastal Storm Risk Management Study, through an allocation of Federal funds provided through Public Law 115-123. The Study Agreement will target completion of the feasibility study within 3 years at a total cost of no more than $3 million. The purpose of the Florida Keys Coastal Storm Risk Management Study is to identify measures to reduce storm damage to coastal infrastructure. Specifically, the Study will assess the risk to the County's only evacuation route from the Florida Keys, the U.S 1 corridor among other areas, due to Sea Level Change, storm risk, storm surge, evolving weather patterns and other changing conditions which pose a potential risk to Monroe County. The U.S. 1 corridor is an important State of Florida public transportation facility. Given the geography of Monroe County, and in particular it's the length and low-lying nature, the time- frame and organization required to evacuate the population for storm events in the Keys is unique. But, U.S. 1 also serves as the County's primary transportation artery throughout the entire Florida Keys including unincorporated County and its five (5) municipalities. This investigation would include a study of the vulnerability of the only route available to vehicles that are evacuating the Keys under an evacuation order, and consider coastal alternatives that would reduce the risk and vulnerability to the critical facility among other areas. The Florida Keys Study will address how present and future risk to coastal storm hazard and changes to mean sea level will affect coastal areas supporting the integrity of U.S 1. The overall goal of the Study approach is to analyze all information through one functional geospatial lens to produce estimates of existing and future coastal vulnerability through a connected and synchronized view of all integrated 11 products. Potential measures to reduce risk and vulnerability, such as natural shoreline protection, wave reduction measures, and non-structural measures for critical infrastructure could be considered. Natural and nature-based features would be analyzed to improve the resiliency and sustainability of the coastal system. Upon completion of the Coastal Storm Risk Management Study, projects identified could receive some level of Federal cost share for implementation. E. FDOT Study Of Roadway Base Clearance for- State Roads in Monroe County The Florida Department of Transportation (FDOT) District 6 Planning and Environmental Management Office(PLEMO) has prepared a Study(November 2018)for all State Highways in Monroe County to review where the roadway pavement base clearance requirements may be affected by future sea level rise. Sea level rise will increase the groundwater levels in coastal areas and as a result will increase the Design High Water(DHW) elevation for pavement base clearance. Base clearance above high water is critical for good pavement performance and to achieve the required compaction and stability during construction operations, as cited in the FDOT Flexible Pavement Design Manual and FDOT research report BD543-13. In areas of low base clearance, significant construction problems are likely and additional costs such as dewatering may be required to achieve compaction.The information identifies roadway segments where potential pavement treatment or reconstruction may be required to meet base clearance requirements in the future. The results of this screening study are intended to be used to identify roadway segments where sub-standard base clearance conditions may occur in the future. F. INOAaAa Grant Wor-k8 Executed in 2016, the grant "Advancing Understanding of Risk: Increasing Accuracy of Hazard Damage Assessment Tools by Improving Base Data and Analyzing Opportunities and Barriers for Use in Adaptation Planning"will be completed in June 2019. The grant project team spans four (4) states (Florida, Georgia, North Carolina and South Carolina) and highlights include: 1. Establish regional best practices for digitization of building footprints and archival Elevation Certificates for floodplain structures as a basis for more precise flood hazard damage cost assessments using FEMA's HAZUS tool. The Monroe County GIS Department has digitized all of the Elevation Certificates, including private residences and public facilities, on file with the Monroe County Floodplain Managers into a GIS database. 2. Utilize the data, hazard assessments, and community engagement results to inform the local hazard planning, policy, and legal framework in order to build local government capacity to $Green Keys: CE 3 .2 Build local government capacity to better understand local coastal hazard risks, and analyze the legal and policy factors that impact adaptation responses(NOAA grant). End products will include: • A participatory VCAPS assessment for Monroe County; • HAZUS damage valuations and visualizations for County; • Law and policy analysis of issues directly affecting local adaptation capabilities; • Regional analysis comparing how the state and local regulatory environment impacts resilience planning and adaptation. Green Keys: CE 3.3 Complete Phase 2 of the NOAA grant creating digital record of Elevation Certificates for homes, buildings and facilities. Create a policy to ensure that the County uses, integrates, and improves the Elevation Certificate record to promote higher confidence in flood risk assessments. 12 address coastal risks. In August 2017, the Monroe County Public Works Department supplied PI Jason Evans with a list of stormwater outfalls of unknown invert elevation and unknown condition in the Lower Keys. Over the course of four days, Evans worked with technicians from the Public Works Department to gather elevation data from these outfalls using an OPUS-GPS receiver.This information was collated into a GIS Geodatabase with full metadata, and supplied to the Monroe County GIS Department in December 2017. 3. Analyze and compare across the four partner communities the impact of improved elevation data to HAZUS damage assessments, the utilization of OCM tools in the partner communities and the significance of the variations in state and local law and policy among the communities in order to assess the effectiveness of a regional approach. A key component of this grant has been to link modeling and policy tools to leverage previous County efforts for sea level rise planning. The scope of work provides a starting point to link future sea level risk with the opportunity to improve the County's score in CRS. The County has already exhibited a commitment in creating a broad policy framework within its Comprehensive Plan to begin identifying coastal risk and through its GreenKeys initiatives. This NOAA grant has enabled the County to take that framework and put it to action by developing a strong data driven foundation to plan for future risk, link that to direct opportunities that will benefit constituents through advanced planning (CRS) and communicate those efforts to the community to gain support. By tailoring the sea level rise identification of risks to CRS,the outcomes will have direct positive impacts to the community. This grant has resulted in field work to collect structure data, summaries of future predicted impacts and recognition and development of strategies to mitigate for impacts to address impacts. These strategies build upon previous work project team members have already completed in the County's GreenKeys initiatives, but also work done since that Plan was completed in 2015 and enhanced data collection efforts through field work and analyzing structure data. This grant work includes review of HAZUS results and structural data available through the Florida Department of Transportation (FDOT) primarily related to the US-1 transportation facilities (where stormwater structure data exists). The balance of this report addresses the work completed as part of the NOAA grant relevant to the CRS credit information described in previous sections. 4. IFlood Vulnerability Assessment for Monroe County:y: orm or Drainage Systems, essential facilities, and other County-owned structures A. Stormwater Infrastructure re Inventory Monroe County's most recently adopted Stormwater Management Master Plan (SMMP) was completed in August 2001 (Camp Dresser & McKee Inc. 2001). Assessments and analyses performed for the SMMP found that "only 10 to 20 percent of residential areas in the Keys have stormwater systems of any type" and that "40%of the residential areas visited had nuisance flooding concerns related to standing water" (Camp Dresser& McKee, pg. EX-6). A field inventory completed for the SMMP documented a total of 254 stormwater drainage structures throughout the County, with the most extensive formal stormwater drainage system noted along commercial areas of US 1. The SMMP noted that Monroe County at that time lacked a geographic information systems (GIS) database for stormwater and recommended that the 13 inventory data within the SMMP could be used "at a later date to populate a Stormwater Management GIS for the County" (Camp Dresser & McKee, pg. 2.4-3). A recent sea-level rise vulnerability assessment for Monroe County similarly noted development of a Stormwater Management GIS as a priority for future flood resilience and climate change planning purposes.' In accordance with these recommendations, Monroe County's Public Works and Engineering Services began a comprehensive and updated field inventory of County-owned stormwater drainage infrastructure in June 2017. This inventory focused on stormwater structures that feed into underground drainage systems and/or discharge stormwater into tidally influenced surface waters. Point location and field attribute data were gathered for structures using global positioning system(GPS)devices.The inventoried infrastructure included 300 catch basins, 41 injection wells, 67 manholes, 84 trench drains, and 37 pipe outfalls for stormwater drainage systems owned and maintained by Monroe County.These collected field data were then organized into a series of geographic information system (GIS)files by the Monroe County GIS Department. Upon completion of this initial Stormwater Management GIS inventory dataset, the Director of Engineering Services, Judy Clarke, P.E., developed a priority list of pipe outfalls for further collection of high-quality point elevation data. Priority outfalls were selected based on: • The knowledge of Monroe County Public Works and Engineering staff, and/or • Public complaints of nuisance flooding(including both tidal and rainfall-driven nuisance flooding) in the associated stormwater drainage basins. In August 2017, Dr.Jason Evans coordinated with Monroe County Public Works and Engineering Services to collect point elevation data and field attribute information for sixteen priority pipe outfalls using an iGage X-90OS-OPUS GLASS receiver system. Data from the iGage receiver were processed by Evans using the NOAA National Geodetic Survey Online Positioning User System (OPUS) and all collected field data were appended into Monroe County's Stormwater Management GIS.10 Bare ground elevation estimates (as referenced to NAVD88) for the twenty-one additional pipe outfalls and all other inventoried infrastructure within the Stormwater Management GIS were extracted from a 5 ft horizontal resolution Digital Elevation Model (DEM) developed by the South Florida Water Management District (SFWMD 2018).11 In October 2018, Evans coordinated with Monroe County Public Works and Engineering Services and Florida Department of Transportation (FDOT) to collect GPS location and field attribute data for an additional set of 99 stormwater structures (including 98 catch basins and 1 outfall) located along the US 1 corridor in Key Largo and Tavernier. None of the inventoried structures within this US 1 corridor appeared to be owned or maintained by Monroe County,and most of the visited structures showed visible 'Id. 10 Root mean square error (RMSE) estimates of OPUS-collected elevation data for the sixteen outfalls ranged between 1 and 2.5 inches. 11 The DEM was derived from a 2007-2008 LIDAR project by the Florida Department of Emergency Management. The underlying LIDAR data meet a published vertical 95%confidence level accuracy standard of+/-7 inches (OCM 2017). Field data collection for outfalls using the iGage GPS and OPUS post-processing indicated that top of pipe elevations were,on average,2.5 feet lower than elevations returned from the bare ground LIDAR DEM. For outfalls where no point elevation data was obtained using the iGage,the top of pipe elevation was therefore estimated as 2.5 feet below the bare ground LIDAR.The methods and assumptions for these elevation estimates at each outfall are recorded within the attribute fields for the Monroe County Stormwater Management GIS. 14 markers indicating jurisdiction by FDOT. Point ground elevation data using the iGage X-900s-OPUS GLASS receiver were collected for five of the catch basins and the one outfall. Bare ground elevation estimates for all other inventoried catch basins along the US 1 corridor were extracted from the SFWMD(2018) DEM using a similar process employed for the original Monroe County inventory dataset.All of the location and attribute data developed from the October 2018 field inventory were then appended into the Monroe County Stormwater Management GIS. In June 2019, Monroe County supplied the project team with coordinates for an additional set of 72 trench drains along the US 1 corridor in unincorporated Monroe County. Bare ground elevation estimates for these trench drains were also extracted from the SWWMD (2018) DEM and appended into the Monroe County Stormwater Management GIS.12 As of the writing of this report,the Monroe County Stormwater Management GIS contains a total of 398 catch basins, 41 injection wells, 67 manholes, 145 trench drains, and 38 outfalls. By Sea-Levd Rise Projections A primary criterion for a CRS Class 4 compliant watershed master plan in "coastal communities with no natural or constructed channels" is an evaluation of"future conditions, including the impacts of a median projected sea level rise(based on the National Oceanographic and Atmospheric Administration's(NOAA's) 'intermediate-high' projection for the year 2100) on the local drainage system during multiple rainfall events, including the 100-year rainfall event" (FEMA 2017, pg. 450-15). Using historical data at the Key West tide gauge as the base reference, the 2100 NOAA intermediate-high sea-level rise projection for Monroe County is calculated as 4.13 feet above 1992 mean sea level. Accordingly, a watershed management plan for Monroe County that is compliant with CRS Class 4 guidelines must minimally analyze impacts from at least 4.13 feet of sea-level rise on the functioning of the local drainage infrastructure during a 100-year rainfall event. As a signatory to the Southeast Florida Regional Climate Change Compact(Compact), Monroe County has committed to develop sea-level rise vulnerability assessments and adaptation actions for making local infrastructure more resilient to flooding impacts from a range of future sea-level rise scenarios. The Compact (2015) has defined a unified sea-level rise projection range (including lower and upper bounds) for use in the 2030, 2060, and 2100 planning horizons. As shown in Table 1, the minimum sea-level rise projection required for a CRS Class 4 compliant watershed management(i.e.,the NOAA intermediate-high projection of 4.13' by 2100) plan falls between the lower (i.e., IPCC AR5 Median) and upper (i.e., USACE High)sea-level rise bounds that the Compact(2015) recommends for most regular infrastructure through the years 2030 and 2060. For the sake of concision, all results and visualizations for the stormwater assessments in this report refer only to the NOAA intermediate-high projection. However,the basic data developed and stored within the Monroe County Stormwater Management GIS database can be readily utilized to develop additional assessments of other sea-level rise scenarios that may be necessitated by future updates of technical projection guidance and/or compliance with other policy and planning processes. 12 These 72 trench drains are incorporated in tabular analyses within this watershed management plan, but are not included in Map Series 1-6,which was developed prior to the availability of this new inventory data. We note that ongoing field reconnaissance and coordination with FDOT is necessary to ensure maintenance of a complete inventory of stormwater structures along the US 1 corridor,or in other areas of the unincorporated County,that are directly owned and maintained by FDOT and additional entities other than Monroe County. 15 Table 1: Southeast Florida Regional Climate Change Compact Unified Sea-Level Rise Projection." Projection Year SEFRCC Low14 NOAA Intermediate-High SEFRCC Highly 2030 0.50' 0.69' 0.83' 2060 1.17' 1.82' 2.17' 2100 2.58' 4.13' 5.08' C. RegWar Tidal Hooding of Stormwater, Infrastructure Following a technical process similar to the one implemented previous in the Sea Level Rise Vulnerability Assessment for Monroe County (2016), we utilized the NOAA VDatum 3.4 tool (Yang et al. 2012) to develop a grid-based conversion from NAVD88 to mean-higher high water(MHHW) and mean lower low water (MLLW) tidal datum values (as currently defined by the 1992 National Tidal Datum Epoch (NTDE)) throughout the Florida Keys. Using these VDatum transformations, all NAVD88-based elevation data (including bare ground height and, where available, invert elevations for top and bottom of pipe structures)for each stormwater structure was transformed into localized estimates of height above both 1992 MHHW and 1992 MLLW. Calculations of the relative heights of infrastructure above estimated MHHW and MLLW in the years 2030, 2060, and 2100 under the NOAA intermediate-high sea-level rise projection were then developed by subtracting the relevant values in Table 1 from the 1992 base MHHW and MLLW levels. For example, a catch basin with a ground level grate height of 2.00' above 1992 MHHW would be calculated as 1.31'relative to 2030 MHHW(2.00'—0.69'), as 0.18' relative to 2060 MHHW(2.00' — 1.82'), and -2.13'relative to 2100 MHHW(2.00'—4.13'). Summary tabular results (Tables 2 & 3) and visualizations (Map Series 1-4) of sea-level rise vulnerability for catch basins, manholes, injection wells, and trench drains utilize the calculated bare ground height of the infrastructure relative to MHHW and MLLW as thresholds for projected functional failure due to sea- level rise if no adaptation action is taken. All infrastructure that is flagged as having a negative elevation relative to a future MHHW value would be minimally expected to be a source of daily tidal discharge (i.e., during each day's average highest high tide). All infrastructure that is flagged as having a negative elevation relative to a future MLLW value would be expected to be continuously non-functional (i.e., inundated by tidewater even during each day's average lowest low tide). While impacts are relatively isolated and localized for 2030 (with no structures showing inundation at MLLW), approximately one half of the inventoried structures show the potential for tidewater flooding at 2060 MHHW. By 2100, the majority of inventoried stormwater structures show inundation at MLLW and almost all stormwater structures located outside of the US 1 corridor show the potential for tidewater discharge impacts at MHHW. Table 2: Monroe County and FDOT stormwater drainage infrastructure (including percent of total inventory)with calculated bare ground heights lower than projected mean higher high water(MHHW) by sea-level rise scenario. Year Catch Basins(398) Injection Wells(41) Trench Drains(145) Manholes(67) 2030 9(2.2%) N/A 3(2.1%) N/A 2060 148(37.2%) 24(58.5%) 38(26.2%) 41(61.2%) 2100 295(74.1%) 40(97.6%) 101(69.7%) 62(92.5%) 13All values are relative to 1992 mean sea level(MSL),as defined by the 1992 National Tidal Datum Epoch (NTDE). 14 IPCC AR5 Median. 15 USACE High. 16 Table 3: Monroe County and FDOT stormwater drainage infrastructure (including percent of total inventory) with calculated bare ground heights lower than projected mean lower low water (MLLW) by sea-level rise scenario. Year Catch Basins(398) Injection Wells(41) Trench Drains(145) Manholes(67) 2030 N/A N/A N/A N/A 2060 3(0.8%) N/A 4(2.8%) 2(3.0%) 2100 260(65.3%) 35(85.4%) 75(51.7%) 59(88.1%) For stormwater outfalls, the calculated top of pipe elevation relative to MHHW and MLLW is used as the threshold for flagging projected infrastructure failure due to sea-level rise if no adaptation action is taken (Table 4; Map Series 1-4). For outfalls that are flagged as having a negative top of pipe elevation relative to MHHW,the outfall pipe is projected to be completely inundated during each day's average highest high tide. For outfalls that are flagged as having a negative top of pipe elevation relative to MLLW, the top of the outfall pipe is projected to be almost continuously inundated by tidewater. Complete tidal inundation of the outfall pipe inland represents a potential source of stormwater infrastructure failure point for two reasons: 1) tidewater backflow can substantially reduce the potential for volumetric discharge of stormwater, thereby increasing the potential for freshwater flooding during rainfall events; and 2) the outfall becomes a potential source of tidewater flooding through the stormwater system and into low- lying inland areas, thereby increasing the potential for saltwater flooding within the drainage basin. Because most direct pipe discharges into tidal waters in Monroe County were built many decades ago (i.e., prior to the initiation of modern stormwater control standards first implemented in the 1970s and 1980s), it is perhaps not surprising that the elevations for a substantial portion of these outfall structures are calculated as below the NTDE MHHW from 1992 (60.5%) and that additional outfalls show impacts with 2010 MHHW (71.1%). However, it is notable that almost one quarter of inventoried outfalls show inundation at or below the 1992 MLLW (23.7%), with additional outfalls showing projected impacts at 2010 MLLW (28.9%). These results suggesting an already existing impairment of drainage capacity in stormwater outfalls due to past sea-level rise are generally consistent with observations of widespread occurrences of nuisance flooding (i.e., street flooding without structural damage) during heavy rainfall events throughout Monroe County from as early as the 1990s (as reported in the Monroe County SMMP; Camp Dresser and McKee, Inc. 2001), as well as the more recent field observations of nuisance and tidal flooding in low-lying drainage basins reported by Monroe County Public Works and Engineering Services staff. Almost all inventoried outfalls are projected to show complete inundation at MLLW by 2100 and would be expected to have little to functional drainage capacity in the absence of substantial adaptation actions (e.g., installation of drainage pumps, elevation of land areas through fill activities, construction of impervious barriers, etc.)within the built environment. A complete tabular dataset of stormwater structures inventoried and assigned a structure identification number by Monroe County with estimated top elevations relative to NAVD88, tidal datums (MLLW and MHHW) at 1992 base sea level, and adjusted tidal datums for the NOAA Intermediate-High sea-level rise projection at the 2030, 2060, and 2100 is provided in Appendix Tables 1-5.16 16 Structures owned by entities other than Monroe County are inventoried and maintained within the Monroe County Stormwater GIS database and also included in the overall vulnerability assessment of this main report.This approach recognizes that all elements of the stormwater system in Monroe County, including those structures not directly owned and maintained by Monroe County,should be inventoried for the purpose of coordinated floodplain planning, management, and mitigation. However, the stormwater structure lists in Appendix Tables 1-5 are more narrowly intended to inform capital improvement budgeting by the Monroe County government. For this reason, these Appendix Tables only include structures directly owned and maintained by Monroe County. 17 Table 4: Monroe County and FDOT stormwater drainage outfall infrastructure (including percent of total inventory)with top of pipe elevation lower than projected mean higher high water (< MHHW) and mean lower low water(< MLLW) by sea-level rise projection year. Pipe Outfalls(38) Year <MHHW <MLLW 1992 23(60.5%) 9(23.7%) 2010 27(71.1%) 11(28.9%) 2030 32(84.2%) 16(42.1%) 2060 37(97.4%) 29(76.3%) 2100 37(97.4%) 37(97.4%) D. Extreme Event Scenarios in Hazus-II H The Multi-Hazard Loss Estimation Methodology (Hazus) is a standardized methodology created by FEMA to estimate potential losses from earthquakes, hurricane winds, and floods. The Hazus Flood Hazard Model is used to estimate riverine and coastal floods as well as potential damage to buildings, infrastructure, and land use. The Hazus Coastal Flood Hazard Model component includes computations from FEMA's erosion,Wave Height Analysis for Flood Insurance Studies (WHAFIS), and RUNUP models to develop estimates of flood height under a defined coastal flooding event for the study area (FEMA 2013). The outputs from the Coastal Flood Hazard Model are flood depth grids that describe the projected depth and extent of flood waters above ground height for the modeled flood event.These depth grids are then used to model the impacts of the projected flood event on essential facilities, property, and economic activity within the study area. For this project we used the Coastal Flood Model in Hazus-MH Version 3.1 (a freely downloadable add-on to ESRI's ArcGIS 10.2.2 software)to develop water level estimates for a series of 100-year return interval flood event scenarios for Monroe County.A base case Coastal Flood Model scenario was run in Hazus-MH using current stillwater elevation17 heights for a 100-year storm surge along the Monroe County coastline. These stillwater elevations were defined by coastal transects from FEMA's current Flood Insurance Study for Monroe County and an assumed 1992 baseline for mean sea level (MSL). Three additional future conditions scenarios that account for sea-level rise projections within adjusted 100-year flood heights were also run within the Coastal Flood Model: 1) 14" of sea-level rise, which is the 2060 "Low" scenario defined by the Southeast Florida Regional Climate Change Compact; 2) 26" of sea-level rise, which is the 2060 "High" scenario defined by the Southeast Florida Regional Climate Change Compact; and 3) 4.13' of sea-level rise,which is the NOAA Intermediate-High sea-level rise projection for 2100 as referenced to the Key West tide gauge. 17 Stillwater elevation refers to the height of a coastal flood without the additional height associated with wave action.The Hazus Coastal Flood Model adds wave height onto the stillwater elevation. 18 Summary of Structure Impacts by Sea Level Rise Scenario(All Scenarios) i tr/9 r I�IIUI)llll�l,11111�1�11�11I�I111�1IIIIlJ/111j1J1iJ111J1111/�11111%I1J111II�1JJ)1JfJ�J1�1�II��IIII��I 0 9 3 148 260 295 ��'lllllllDD)I111�lIlIJ1�))11I��111111��'�'(�U/��rrr�(1��lffffffff1111111D//l�ll��1011101110111011�� 0 0 0 2.4 35 40 ��1��111�J��1�J��I�1(I��111111111�I1111I111�1��11j01�)�J%�1�///J�fJ`��%fi%111JJJJI IJ))JJ1��1111111111»JJJ1 JJ1I��JJJ�111J1� 0 0 2 41 59 62 0 3 4 38 75 101 Ullllllll,�lll111�1111�1111�(7f11111��1T��1��!>»Jlll!llJ1J1JJ1J111�11111(�IIIJ��1>%Illflll��I��II��I��I 16 32 29 37 37 37 Note: • "Low" = Monroe County and FDOT stormwater drainage infrastructure with calculated bare ground heights lower than projected mean lower low water (MLLW) by sea-level rise scenario (lowest low tide of the day). Impact at MLLW means continuously non-functional(no functionality at all). • "High" = Monroe County and FDOT stormwater drainage infrastructure with calculated bare ground heights lower than projected mean higher high water (MHHW) by sea-level rise scenario (highest high tide of the day). Impact at MHHW means non-functional around high tide (less or no functional capability). • Pipe outfall analysis is based upon the top of pipe elevation being lower than the MHHW and MLLW by sea level rise scenario. Impact means inundation at "end of pipe" and reduced or eliminated drainage capacity. E. Stormwater Drainage with 100-Year Hood and Sea-Level Rise To evaluate the impacts of extreme event flood impacts on stormwater drainage within Monroe County, we extracted relevant flood depth grid information from two Hazus Coastal Flood Hazard Model scenarios at the locations for all inventoried infrastructure within the Monroe County Stormwater Management GIS: 1) the "base" case that models the 100-year coastal flood height using a 1992 mean sea level (MSL) reference relative to NAVD88; and 2) the 2100 sea-level rise scenario that defined MSL as 4.13' higher than the 1992 base case condition. All stormwater features at locations that Hazus modeled as being completely overtopped by floodwaters were identified and flagged, as these features would presumably be nonfunctional for stormwater drainage purposes over the course of these events. Results of these Hazus assessments, as summarized in Table 5 and visualized in Map Series 5, project that almost all stormwater features in unincorporated Monroe County— aside from those located along the relative high ground of the US 1 corridor in Key Largo—would be inundated by floodwaters from a 100- Year coastal flooding event under the base case condition. By 2100,substantial portions of the stormwater infrastructure along the US 1 corridor in Key Largo (Map Series 6) are also projected to show inundation by floodwaters due to the exacerbating impacts of sea-level rise on the projected flood event height. The structures that do not show complete overtopping from floodwaters under either scenario would almost certainly be impacted by elevated groundwater associated with storm surge propagation through the limestone substrate (Reich et al. 2001). Therefore, it is highly probable that most inventoried 19 stormwater infrastructure features would experience volumetric overload from rainfall inputs during a 100-Year coastal flood event, even under an assumption of current sea level conditions.18 It is highly unlikely that any of the currently inventoried stormwater management features — including those not flagged as inundated by the Hazus overlays — in the inhabited areas of unincorporated Monroe County could be expected to show drainage functionality during a 100-Year flood event that occurred on top of a projected sea-level rise of 4.13 feet. Due to the unique island geography and high storm surge potential within the Florida Keys, it is infeasible to develop a stormwater system capable of managing the volume of water associated with 100-Year storm surge events. Mandatory evacuations well in advance of an approaching storm will continue to be the best policy for protecting human life against the peril of storm surge flooding. For private property, maintenance of the existing freeboard requirement of 1 foot above the 100-Year base flood elevation (BFE), as defined by the current Flood Insurance Rate Map(FIRM), provides some risk buffer for the higher 100-Year BFE heights that will presumably be associated with up to 1 foot of sea-level rise. Table 5: Monroe County and FDOT stormwater drainage infrastructure (including percent of total inventory) showing above ground inundation from the Hazus 100-Year Coastal Hazard Flood Model.19 Scenario Catch Basins(398) Injection Wells(41) Trench Drains(145) Manholes(67) Outfalls(38) Base 338(84.9%) 41(100%) 109(75.2%) 67(100%) 38(100%) 2100 SLR 365(91.7%) 41(100%) 115(79.3%) 67(100%) 38(100%) F. Essential and IFuNic FacHities Monroe County supplied the project team with a GIS-based inventory containing point locations for a total of 301 County-owned buildings and other essential facilities. Elevation Certificates with finished floor elevation for 23 of these facilities were located by the Monroe County Floodplain Coordinator's office and digitized into the GIS file. The NOAA VDatum tool (Yang et al. 2012) was used to transform all Elevation Certificate data originally referenced to the National Geodetic Vertical Datum of 1929 (NGVD29) into NAVD88.20 Overlays of this infrastructure data with the flood depth grids for the base case, 2060, and 2100 Hazus-MH Coastal Flood Model scenarios were then developed using Hazus-MH. The inventory of these facilities and associated base scenario Hazus-MH Coastal Flood Model results for Monroe County are provided in Table 6(Disaster Preparation and Response facilities),Table 7 (Essential Services),Table 8 (Utilities),Table 9 (Hazardous), and Table 10 (Other). Results of the Hazus-MH Coastal Flood Model with 18 The Monroe County SMMP (Camp Dresser & McKee 2001) defines a stormwater management system design standard for capturing volumetric discharge from a 24-hour,25-Year storm event.According the National Weather Service(2019),the 24-Hour, 25-Year rainfall event for Key West International Airport is defined as 9.9 inches,while the 100-Year, 24-Hour rainfall event is 14.1 inches. Thus, the 100-Year precipitation event exceeds the design standard for modern stormwater infrastructure by 4.2 inches(42.4%)over a 24-hour period,indicating the likelihood of volumetric overload from a 100-Year event even without the compounding factor of elevated tidewater infiltration. The Monroe County Local Mitigation Strategy (Monroe LMS 2015) notes that the 1980 "Veteran's Day Storm"produced 23 inches of rain over a 24-hour period in the Key West area,thereby exceeding the published 100- Year precipitation event by almost 9 inches(63.6%). 19 The"Base"event represents projected flooding from a 100-Year model storm at 1992 mean sea level,while 2100 SLR represents projected flooding a 100-Year model storm with 4.13'of sea-level rise relative to 1992. 2° A default finished floor elevation of 2 feet above adjacent ground level was assumed for all facilities without Elevation Certificate data.Average value for finished floor elevation above adjacent ground level for buildings with Elevation Certificates was 3.25 feet. 20 sea-level rise scenarios for 2060 (Low of 14" and High of 26") and 2100 (4.13') are provided in Table 11 (Disaster Preparation and Response facilities), Table 12 (Essential Services), Table 13 (Utilities), Table 14 (Hazardous), and Table 15 (Other). 21 Table 6:Inventory of Disaster Preparation and Response Facilities with Base Scenario Hazus-MH Coastal Flood Model Results.21 Building Address Type ElevCert Depth FIRM Zone Marathon Government Center Annex 490 63rd Street Ocean Alternate EOC No 3.08 100-Year Disaster Recovery Big Pine Vol Fire Station/EMS#13 Key Deer Blvd Center No 3.71 100-Year Disaster Recovery Saint Peter's Catholic Church Saint Peter's Drive Center No 3.24 100-Year Disaster Recovery San Pablo Church 550 122nd Street Center No 0.58 100-Year EMS&MCSO Substation 20950 Overseas Hwy EMS Yes 1.35 100-Year Florida Keys Ambulance Service 91421 Overseas Hwy#10 EMS No 5.44 100-Year Key Largo Ambulance 98600 Overseas Hwy EMS No N/A N/A Medical 6 Station 3301 Overseas Hwy EMS No N/A 100-Year Medical 9 Station 151 Marine Ave EMS No N/A 100-Year City of Marathon/EOC 9805 Overseas Hwy EOC No 3.08 100-Year Emergency Communication Building 10600 Aviation Boulevard EOC No 0.30 100-Year Key Largo EOC #1 East Drive EOC No N/A 500-Year Conch Key Fire Station/EMS #17 South Conch Avenue Fire No 6.64 100-Year Fire Station#1 3103 Overseas Highway Fire No 3.82 100-Year Fire Station#13 390 Key Deer Boulevard Fire No 4.24 100-Year Fire Station#17 10 Conch Avenue Fire No 6.64 100-Year Fire Station#19 74070 Overseas Highway Fire Yes 4.58 100-Year Fire Station#9 28 Emerald Drive Fire No 7.76 100-Year Islamorada Fire\EMS#20 81850 Overseas Hwy Fire No N/A N/A Key Largo Fire Rescue #24 East Drive Fire No N/A 500-Year Key West Fire Station#3 1525 Kennedy Ave Fire No 4.70 100-Year zi Elev Cert column indicates if facility's finished floor elevation was modeled using Elevation Certificate data from the Monroe County Floodplain Coordinator's office("Yes')or an assumed value of 2 feet above ground level("No").Depth is reported as feet above finished floor elevation values as based on the depth grid from the Hazus-MH Coastal Flood Model.There is much higher confidence in model values for facilities with Elevation Certificate data as compared to those with finished floor elevation values estimated from ground level elevation,and estimates for facilities without Elevation Certificates should be adjusted after field surveys.FIRM Zone indicates the flood zone delineation for the facility's location within the current Flood Insurance Rate Map for Monroe County. 22 Building Address Type ElevCert Depth FIRM Zone KW Central Fire Station#1 1600 North Roosevelt Ave Fire No 2.28 100-Year KW Fire Station Angela Street#2 525 Angela Street Fire No N/A N/A KWIA Fire/Rescue#4 3471 S Roosevelt Blvd Fire No 4.96 100-Year Layton Volunteer Fire Dept#18 68260 Overseas Hwy Fire No 4.70 100-Year Lower Sugarloaf Fire Station#10 17097 Overseas Hwy Fire No 3.82 100-Year Marathon Fire Station/EMS#14 8900 Overseas Hwy Fire No N/A 100-Year Marathon Vol Fire Dept Station 1 3299 Overseas Hwy Fire No 3.82 100-Year North Key Largo Fire Station #25 220 Reef Drive Fire No N/A N/A Ocean Reef Club Fire Station#26 100 Anchor Drive Fire No -0.65 100-Year Park-Old Volunteer Fire Station 276 Avenue F Fire No 5.29 100-Year Stock Island Fire Station#8 6180 2nd Street Fire No 2.59 100-Year Tavernier Fire Station Marine Ave Fire No N/A 100-Year Tavernier Vol Fire Dept/EMS #22 151 Marine Ave Fire No N/A 100-Year Tax Collector's Office 3493 S Roosevelt Boulevard Fire No 5.62 100-Year Naval Air Station Key West Boca Chica Field Military No 4.66 100-Year Naval Facility Trumbo Point Military No 0.64 100-Year U.S.Air Force Tethrostat Site Blimp Road Military No N/A 100-Year U.S.C.G.Base Key West Trumbo Point Complex Military No 1.92 100-Year U.S.C.G.Marathon 1800 Overseas Hwy Military No 3.86 100-Year U.S.C.G.Plantation Key 183 Palermo Drive Military No 7.98 100-Year KW Police Station 1604 N Roosevelt Blvd Police No 2.28 100-Year MCSO Administrative Building 5525 College Road Police No 4.79 100-Year MCSO Detention Facility 2981 Ocean Terrace Police No 3.34 100-Year MCSO Roth Building 50 High Point Road Police No 0.24 100-Year MCSO Substation 3113 Overseas Highway Police No 0.57 100-Year Monroe County Sheriff's Department 50 High Point Rd Police Yes -1.20 100-Year Monroe County Sheriff's Department 86800 Overseas Hwy Police No N/A 100-Year 23 Building Address Type ElevCert Depth FIRM Zone Monroe County Sheriff's Sub,Marathon 3103 Overseas Highway Police Yes 2.16 100-Year Plantation Key MCSO Sub-Station 88770 Overseas Hwy Police Yes N/A N/A Stock Island MCSO Jail Facility 5501 College Road Police No 2.88 100-Year Big Coppitt Fire Station/EMS#9 28 Emerald Drive Refuge of Last Resort No 1.64 100-Year Casa Marina 1500 Reynolds Street Refuge of Last Resort No N/A 100-Year Island Christian School 83400 Overseas Hwy Refuge of Last Resort No -0.15 100-Year Key Largo Bay Beach 103800 Overseas Highway Refuge of Last Resort No 4.45 100-Year Sheraton Resort Key Largo 103800 Overseas Highway Refuge of Last Resort No 0.70 100-Year St.James Episcopal Plantation Key 87500 Overseas Highway Refuge of Last Resort No 0.95 500-Year Bernstein Park 3rd Street Staging No 6.46 100-Year Clay Sterling Baseball Fields Roosevelt Blvd and Kennedy Drive Staging No 2.51 100-Year Friendship Park Key Largo US 1 and Hibiscus Lane Staging No N/A 500-Year Ft.Zachary Taylor Recreation Area 601 Howard England Way Staging No N/A 100-Year Island Christian School Field 83400 Overseas Hwy Staging No 1.54 100-Year Jose Marti Park Roosevelt Blvd&Jose Marti Dr Staging No 4.11 100-Year Key West Bight Parking Area West End of Margaret St Staging No 5.45 100-Year Kmart Parking Lot MM 50 Overseas Hwy Staging No 2.69 100-Year Knight's Key Campground Field Knight's Key Staging No 6.94 100-Year Monroe County Public Library 101485 Overseas Highway Staging Yes N/A 100-Year Plantation Yacht Harbor Plantation Yacht Harbor Staging No 6.04 100-Year Salt Ponds Bunker Area Government Road Staging No 2.73 100-Year San Pablo Catholic Church Field 550 122nd Street Ocean Staging No 5.65 100-Year Sigsbee Park&Community Center Sigsbee Blvd&Arthur Sawyer Rd Staging No 1.84 100-Year Tavernier Towne Parking Lot Tavernier Towne Staging No 2.58 100-Year Tommy Roberts Stadium Kennedy Dr Staging No 3.80 100-Year 24 Table 7:Inventory of Essential Services Facilities with Base Scenario Hazus-MH Coastal Flood Model Results." Building Address Type Elev Cert Depth FIRM Zone Big Pine Flea Market 30250 Overseas Highway DMS No 4.38 100-Year Big Pine School 30220 Overseas Highway DMS No 3.02 100-Year E Shore Drive Site East Shore Dr DMS No 6.51 100-Year Island Christian School Site 83250 Overseas Hwy DMS No 1.01 100-Year Marathon Airport East 10600 Aviation Blvd DMS No 1.81 100-Year Marathon Airport West 9400 Overseas Hwy DMS No 2.74 100-Year Port Bougainville State Rd 905 DMS No 6.67 100-Year Rockland Investment 121 US 1 DMS No 2.80 100-Year Sugarloaf School 255 Crane Blvd DMS No N/A 100-Year Tavernier Airport Site 135 N.Airport Rd DMS No 0.47 100-Year AARP/Senior Center 50 High Point Road Health No -0.91 100-Year Bayshore Manor 5200 College Road Health Yes 3.00 100-Year Blue Heron Teen Center 30451 Lyttons Way Health No 0.50 100-Year Health Center 3333 Overseas Highway Health No 5.93 100-Year Health Department 3333 Overseas Highway Health No 5.93 100-Year Key West Convalescent Center 5860 College Road Health No 6.01 100-Year Key West Senior Center 1200 Truman Avenue Health No 0.19 500-Year Plantation Key Convalescent Center 48 Highpoint Road Health No 2.24 100-Year Senior Center/AARP 535 33rd Street Health No 4.14 100-Year #65 County Offices MM 88.5 US 1 Local government Yes 2.57 100-Year Animal Shelter 105951 Overseas Highway Local government No N/A N/A Animal Shelter 10550 Aviation Boulevard Local government No 2.91 100-Year Animal Shelter(lease) 5230 College Road Local government No 4.15 100-Year Animal Shelter Kennels 5427 College Road Local government Yes 4.28 100-Year zz Elev Cert column indicates if facility's finished floor elevation was modeled using Elevation Certificate data from the Monroe County Floodplain Coordinator's office("Yes')or an assumed value of 2 feet above ground level("No").Depth is reported as feet above finished floor elevation values as based on the depth grid from the Hazus-MH Coastal Flood Model.There is much higher confidence in model values for facilities with Elevation Certificate data as compared to those with finished floor elevation values estimated from ground level elevation,and estimates for facilities without Elevation Certificates should be adjusted after field surveys.FIRM Zone indicates the flood zone delineation for the facility's location within the current Flood Insurance Rate Map for Monroe County. 25 Building Address Type Elev Cert Base FIRM Zone Animal Shelter Marathon 10550 Aviation Boulevard Local government Yes N/A 100-Year Animal Shelter Office 5427 College Road Local government Yes 4.17 100-Year Annex Court House,Jackson Square 530 Whitehead Street Local government No N/A N/A Carpenter's Shop 88000 Overseas Highway Local government No N/A 500-Year Carpentry Shop 3583 S Roosevelt Boulevard Local government No 5.50 100-Year Carpentry Shop 10600 Aviation Boulevard Local government No 0.61 100-Year City of Marathon/City Offices 9805 Overseas Hwy Local government No 2.71 100-Year Clerk of Court 3117 Overseas Highway Local government No 3.67 100-Year Control Rooms 88000 Overseas Highway Local government No N/A 500-Year Court Room B(temporary) 88820 Overseas Highway Local government No -0.85 100-Year Courthouse 3117 Overseas Highway Local government No 3.67 100-Year Crew Room&Storage Shed 88000 Overseas Highway Local government No N/A 100-Year Crowne Plaza La Concha 430 Duval St Local government No N/A N/A Facilities Maintenance Office 3583 S Roosevelt Boulevard Local government No 4.65 100-Year Fleet Garage 10600 Aviation Boulevard Local government No 1.82 100-Year Fleet Maintenance Garage 3583 S Roosevelt Boulevard Local government No 3.09 100-Year Fleet Maintenance Office 3583 S Roosevelt Boulevard Local government No 4.30 100-Year Freeman Justice Center,Jackson Sq. 302 Fleming Local government No N/A N/A Gato Building 1100 Simonton Street Local government No N/A N/A Government Annex 490 63rd Street Local government No 2.95 100-Year Government Center 2798 Overseas Highway Local government No 0.57 100-Year Government Center Carpenter Shop 50 High Point Road Local government No 1.32 100-Year Government Center Ellis Building 50 High Point Road Local government No -1.07 100-Year Government Complex,Jackson Square 530 Whitehead Street Local government No N/A N/A Harvey Government Center 1200 Truman Ave Local government No -0.80 500-Year HGC Sprinkler Building 1200 Truman Avenue Local government No 0.19 500-Year Islamorada County Library 81840 Overseas Hwy Local government Yes N/A 500-Year Key Colony Beach Auditorium 600 West Ocean Dr. Local government No 2.49 100-Year 26 Building Address Type Elev Cert Base FIRM Zone Key West City Hall 510 Greene Street Local government No 6.29 100-Year Key West Port/Transit Authority 620 Palm Ave Local government No 3.93 100-Year KW City Hall(Annex) 604 Simonton Street Local government No N/A N/A M.C.Library Marathon MM 48 Overseas Hwy Local government No 3.06 100-Year M.C.Mosquito Control Marathon 503 107th St. Local government No 2.07 100-Year M.C.Public Works Key West 3583 S Roosevelt Blvd Local government No 5.50 100-Year M.C.Public Works Marathon 10600 Aviation Blvd Local government No 0.85 100-Year M.C.Mosquito Control 18 Aquamarine Dr. Local government No 2.19 100-Year Marathon Detention Facility 3891 Ocean Terrace Local government No 3.34 100-Year Medical Examiner 56639 Overseas Highway Local government No 5.47 100-Year Medical Examiner's Morgue 56639 Overseas Highway Local government No 5.58 100-Year Monroe County Courthouse 500 Whitehead Street Local government Yes N/A N/A Monroe County Superintendent's Office 241 Trumbo Road Local government No 3.58 100-Year Monroe County Supervisor of Elections 530 Whitehead Street Local government Yes N/A N/A Monroe County Tax Collector 3101 Overseas Hwy Local government No 0.57 100-Year Murray E.Nelson Government Center 102050 Overseas Hwy Local government No -0.19 500-Year PK Courthouse 88000 Overseas Highway Local government No -0.54 100-Year Plantation Detention Center 53 Highpoint Road Local government No -0.74 100-Year Plantation Key Govt.Center 88820 Overseas Highway Local government Yes N/A 100-Year Plantation Key Public Works Yard 186 Key Heights Dr. Local government No N/A 100-Year Public Library 213 Key Deer Boulevard(lease) Local government No 0.50 100-Year Public Library 101485 Overseas Highway Local government No N/A 100-Year Public Library 3251 Overseas Highway Local government No 3.06 100-Year Public Library(lease) 81830 Overseas Highway Local government No N/A N/A Public Works 300 Magnolia Street Local government No 2.59 100-Year Public Works Office 10600 Aviation Boulevard Local government No 0.30 100-Year Sign Shop 3583 S Roosevelt Boulevard Local government No 5.30 100-Year Sign Shop Office 3583 S Roosevelt Boulevard Local government No 5.30 100-Year 27 Building Address Type Elev Cert Base FIRM Zone Spottswood Building-Public Works 88770 Overseas Highway Local government No N/A N/A Stock Island Public Service Building 5100 College Road Local government No -0.81 100-Year Storage Shed 3583 S Roosevelt Boulevard Local government No 3.82 100-Year SubCourt Building 3117 Overseas Highway Local government No 2.56 100-Year Tax Collector's Office 3101 Overseas Highway Local government No 2.49 100-Year Teen Center 3491 S.Roosevelt Blvd Local government Yes 3.94 100-Year Marathon Manor 320 Sombrero Beach Road Nursing No 3.00 100-Year Academy at Ocean Reef 395 South Harbor Dr School No N/A 100-Year Coral Shores High School 89901 Old Hwy, School No N/A N/A Florida Keys Community College 5901 College Road School No 2.44 100-Year Gerald Adams School 5800 College Road School No -0.16 100-Year Glynn Archer School 1302 White Street School No 0.31 500-Year Horace O'Bryant Middle School 1105 Leon Street School No 3.96 100-Year Hurricane Island Outward Bound School 100693 Overseas Highway School No N/A N/A Key Largo Elementary/Middle School 10400 Overseas Hwy School No N/A 500-Year Key West High School 2100 Flagler Ave School No -1.14 100-Year Marathon High School 350 Sombrero Beach Road School No N/A 100-Year Marathon Lutheran School 325 112nd St Gulf School No 0.86 100-Year Mary Immaculate Star of the Sea 700 Truman Ave School No 0.49 N/A May Hill Public Library 700 Fleming Street School No N/A N/A Montessori Children's School 1221 Varela St School No -0.18 500-Year Montessori Elementary School Charter 1127 United St School No -0.30 500-Year Montessori in Key Largo 99341 Overseas Highway School No N/A N/A Pace Lower Keys School 3130 Flagler Ave School No 4.14 100-Year Pace Upper Keys School 89015 Overseas Highway School No N/A 100-Year Plantation Key School 100 Lake Rd School No N/A 100-Year Poinciana Elementary School 1407 Kennedy Dr School No -0.13 100-Year Sigsbee Elementary School Sigsbee Park Navy Complex School No 1.44 100-Year 28 Building Address Type Elev Cert Base FIRM Zone St.Justin Catholic Key Largo 105500 Overseas Hwy School No N/A N/A Stanley Switlik Elementary School 3400 Overseas Hwy School No 3.80 100-Year Sugarloaf Elementary/Middle School Crane Blvd School No -0.61 100-Year Treasure Village Montessori Charter School 86731 Overseas Hwy School No 3.36 100-Year FDOT Marathon Operation Center 3100 Overseas Hwy State government No 1.62 100-Year Marathon Govt.Center State Building 2788 Overseas Hwy State government No -0.17 100-Year Air Cargo America 3491 S.Roosevelt Blvd Transportation Yes 3.80 100-Year Card Sound Toll Offices&Plaza Card Sound Road Transportation No 5.15 100-Year Key West International Airport 3501 S Roosevelt Blvd Transportation Yes 5.99 100-Year Marathon Airport 9400 Overseas Hwy Transportation No 2.32 100-Year Ocean Reef Club Airport 60 Barracuda Ln Transportation No 4.26 100-Year Sugarloaf Airfield 5 Bat Tower Rd Transportation No 7.68 100-Year Summerland Airfield 200 W.Shore Dr. Transportation No 4.67 100-Year 29 Table 8:Inventory of Utilities Facilities with Base Scenario Hazus-MH Coastal Flood Model Results.23 Building Address Type Elev Cert Depth FIRM Zone Bell South Key Largo 94930 Overseas Hwy Communication No 1.42 100-Year Bell South Sugarloaf MM 20 Overseas Hwy Communication No 3.83 100-Year Big Pine Key Bell South Building 30769 Avenue A Communication No 1.00 100-Year Translator Tower NASSigsbee Communication No 5.59 100-Year Translator Tower 58100 Crain Street Communication No 6.52 100-Year WFKZ FM 103.1 93351 Overseas Hwy Communication No 2.19 100-Year FKEC Administration Bldg. 91605 Overseas Hwy-Ocean Energy No N/A 100-Year FKEC Ellis Facility Islamorada 80571 Old Highway Energy No N/A 100-Year FKEC Generating Plant 3421 Overseas Hwy Energy No 1.71 100-Year FKEC Key Largo Substation 98401 Overseas Hwy Energy No N/A 500-Year FKEC Moody Facility Key Largo 105901 Overseas Hwy Energy No N/A N/A FKEC Operations Complex 91630 Overseas Hwy-Bayside Energy No N/A 100-Year Fleet 87831 Overseas Highway Energy No N/A N/A Gato Generator Building 1100 Simonton Street Energy No N/A N/A Generator Building 3117 Overseas Highway Energy No 2.56 100-Year Generator Building,Jackson Square 500 Whitehead Street Energy No N/A N/A Keys Energy Services Facility Big Coppitt MM 10 Overseas Hwy Energy No 5.66 100-Year Keys Energy Services Facility Cudjoe Key Blimp Road Energy No 1.09 100-Year Keys Energy Services Generating Plant Stock Island Generating Facility Energy No -0.03 100-Year Keys Energy Services Main Office 1001 James Street Energy No 5.31 100-Year Keys Energy Services Substation MM 6 Overseas Hwy Energy No 1.98 100-Year Keys Energy Services Substation 1007 Kennedy Drive Energy No 2.80 100-Year Baypoint Wastewater Treatment Plant Wastewater No 7.04 100-Year Big Coppitt Wastewater Treatment Plant Wastewater No 3.46 100-Year zs Elev Cert column indicates if facility's finished floor elevation was modeled using Elevation Certificate data from the Monroe County Floodplain Coordinator's office("Yes')or an assumed value of 2 feet above ground level("No").Depth is reported as feet above finished floor elevation values as based on the depth grid from the Hazus-MH Coastal Flood Model.There is much higher confidence in model values for facilities with Elevation Certificate data as compared to those with finished floor elevation values estimated from ground level elevation,and estimates for facilities without Elevation Certificates should be adjusted after field surveys.FIRM Zone indicates the flood zone delineation for the facility's location within the current Flood Insurance Rate Map for Monroe County. 30 Building Address Type Elev Cert Base FIRM Zone Cudjoe Wastewater Treatment Plant Wastewater No 0.15 100-Year Duck Key Wastewater Treatment Plant Wastewater No 0.63 100-Year Key Haven Wastewater Treatment Plant Wastewater No 6.32 100-Year Key Largo Wastewater Treatment Plant Wastewater No 5.94 100-Year KW Resort Utilities Wastewater Treatment Plant Wastewater No 3.33 100-Year Layton Wastewater Treatment Plant Wastewater No 2.36 100-Year North Key Largo Wastewater Treatment Plant Wastewater No 4.26 100-Year FKAA Booster Station 3375 Overseas Hwy Water No 3.88 100-Year FKAA Booster Station MM 27 Overseas Hwy Water No 4.82 N/A FKAA Operations Center 3200 Overseas Hwy Water No 3.51 100-Year FKAA RO Plant&Storage Facility 7200 Front Street Water No 1.12 100-Year FKAA Storage Facility 5226 College Road Water No 2.72 100-Year FKAA Admin/Pump Station 91620 Overseas Hwy Water No -0.42 100-Year FKAA Main Office 1100 Kennedy Bkvd Water No 3.71 100-Year FKAA Pumping Station MM 70 Overseas Hwy Water No 2.05 100-Year FKAA Storage Facility Dredger's Key Road Water No N/A 100-Year 31 Table 9:Inventory of Hazardous Facilities with Base Scenario Hazus-MH Coastal Flood Model Results.24 Building Address Type Elev Cert Depth FIRM Zone Fuel Island/Pumps 88000 Overseas Highway Hazardous materials No N/A 500-Year Fuel Island/Pumps 3583 S Roosevelt Boulevard Hazardous materials No 3.82 100-Year Fuel Island/Pumps 10600 Aviation Boulevard Hazardous materials No 0.80 100-Year Fuel Storage Facility Trumbo Point Hazardous materials No 4.06 100-Year Fuel Tank(8,000 gallon) 3583 S Roosevelt Boulevard Hazardous materials No 3.82 100-Year Fuel Tank(8,000 gallons) 88000 Overseas Highway Hazardous materials No N/A 500-Year Fuel Tank 8,000 gallon 10600 Aviation Boulevard Hazardous materials No 0.25 100-Year Key Largo Landfill 1180 County Road 905 Hazardous materials No N/A N/A Key Largo Transfer Station 1180 County Road 905 Hazardous materials No -0.47 500-Year Key West Landfill 5300 College Rd Hazardous materials No N/A 100-Year Shelter(old fuel island) 3583 S Roosevelt Boulevard Hazardous materials No 3.09 100-Year Shelter(old fuel island) 10600 Aviation Boulevard Hazardous materials No 0.84 100-Year Transfer Station 67901 Overseas Highway Hazardous materials No 4.46 100-Year Transfer Station(2 buildings) 740 Blimp Road Hazardous materials No 5.51 100-Year Cudjoe Landfill Blimp Road Waste No N/A 100-Year 24 Elev Cert column indicates if facility's finished floor elevation was modeled using Elevation Certificate data from the Monroe County Floodplain Coordinator's office("Yes')or an assumed value of 2 feet above ground level("No").Depth is reported as feet above finished floor elevation values as based on the depth grid from the Hazus-MH Coastal Flood Model.There is much higher confidence in model values for facilities with Elevation Certificate data as compared to those with finished floor elevation values estimated from ground level elevation,and estimates for facilities without Elevation Certificates should be adjusted after field surveys.FIRM Zone indicates the flood zone delineation for the facility's location within the current Flood Insurance Rate Map for Monroe County. 32 Table 10:Inventory of Other Facilities with Base Scenario Hazus-MH Coastal Flood Model Results zs Building Address Type Elev Cert Base FIRM Zone East Martello Fort Battery 3501 S Roosevelt Boulevard Historical No 4.13 100-Year East Martello Fort Citadel 3501 S Roosevelt Boulevard Historical No 5.25 100-Year East Martello Towers/Museum 3501 S Roosevelt Boulevard Historical Yes 3.90 100-Year Historic Courthouse,Jackson Square 500 Whitehead Street Historical No N/A N/A Historic Jail,Jackson Square 530 Whitehead Street Historical No N/A N/A Historic Tavernier School 148 Georgia Street Historical No N/A N/A Light Keepers House 938 Whitehead Street Historical No N/A 500-Year Lighthouse Museum/Curator's Quarters 938 Whitehead Street Historical Yes N/A 500-Year Stiglitz House 30150 South Street Historical No 6.29 100-Year West Martello 1000 Atlantic Boulevard Historical No N/A 100-Year West Martello Towers 1100 Atlantic Boulevard Historical Yes -1.35 100-Year Bay Point Park 5 W Circle Drive Recreation No 6.51 100-Year Bernstein Park 6751 5th Street Recreation No 6.33 100-Year Blue Heron Park 30451 Lyttons Way Recreation No 4.68 100-Year Boys&Girls Club 3491 S Roosevelt Boulevard Recreation No 5.29 100-Year BPK Park Community Building 31009 Atlantis Drive Recreation No 4.25 100-Year BPK Park Residence 31009 Atlantis Drive Recreation No 7.22 100-Year Founders Park Community Center 87000 Overseas Hwy Recreation Yes -1.20 N/A Harry Harris Park Concession 50 E Beach Road Recreation No 4.19 100-Year Harry Harris Park Restrooms 50 E Beach Road Recreation No 4.81 100-Year Harry Harris Park Trailer 50 E Beach Road Recreation No 4.81 100-Year Harry Harris Toll Kiosk 50 E Beach Road Recreation No 4.85 100-Year Higgs Beach Concession 1000 Atlantic Boulevard Recreation No 6.32 100-Year Higgs Beach Dog Park 1000 Atlantic Boulevard Recreation No 5.09 100-Year zs Elev Cert column indicates if facility's finished floor elevation was modeled using Elevation Certificate data from the Monroe County Floodplain Coordinator's office("Yes')or an assumed value of 2 feet above ground level("No").Depth is reported as feet above finished floor elevation values as based on the depth grid from the Hazus-MH Coastal Flood Model.There is much higher confidence in model values for facilities with Elevation Certificate data as compared to those with finished floor elevation values estimated from ground level elevation,and estimates for facilities without Elevation Certificates should be adjusted after field surveys.FIRM Zone indicates the flood zone delineation for the facility's location within the current Flood Insurance Rate Map for Monroe County. 33 Building Address Type Elev Cert Base FIRM Zone Higgs Beach Pavilion 1 1000 Atlantic Boulevard Recreation No 5.80 100-Year Higgs Beach Pavilion 2 1000 Atlantic Boulevard Recreation No 5.69 100-Year Higgs Beach Pier 1000 Atlantic Boulevard Recreation No 9.74 100-Year Higgs Beach Playground 1000 Atlantic Boulevard Recreation No 4.89 100-Year Higgs Beach Restaurant 1000 Atlantic Boulevard Recreation No 4.20 100-Year Higgs Beach Restrooms 1000 Atlantic Boulevard Recreation No 5.80 100-Year Higgs Beach Shed 1000 Atlantic Boulevard Recreation No 6.37 100-Year Higgs Beach Tennis Court 1000 Atlantic Boulevard Recreation No 4.12 100-Year Key Largo Community Park 500 St.Croix Recreation No 1.26 500-Year Key Largo Park Building 500 St.Croix Recreation No 1.23 100-Year Key Largo Park Concession 500 St Croix Recreation No 0.91 500-Year Key Largo Park Duplex 500 St.Croix Recreation No 1.88 100-Year Key Largo Park Pavilion 500 St.Croix Recreation No 1.46 100-Year Key Largo Park PW Service Building 500 St Croix Recreation No 1.80 100-Year Old Settlers Park Mile Marker 91.9 Recreation No 5.13 100-Year Rowell's Marina 104550 Overseas Highway Recreation No -0.60 N/A Sunset Point Park 20 Sunset Road Recreation No 2.24 100-Year Veterans Aerobic Plant 39900 Overseas Highway Recreation No 2.77 100-Year Veterans Park Pavilions 39900 Overseas Highway Recreation No 2.77 100-Year Veterans Park Restrooms 39900 Overseas Highway Recreation No 2.77 100-Year Watson Field Park 30150 Key Deer Boulevard Recreation No 6.07 100-Year Wilhelmina Harvey Park 260 Avenue F Recreation No 5.29 100-Year 34 Table 11:Hazus-MH Flood Depth Exposure for Disaster Preparation and Response Facilities with Potential Future Hydrologic Conditions." Building Type 2060 Low 2060 High 2100 Int-High Marathon Government Center Annex Alternate EOC 4.49 5.08 7.21 Big Pine Vol Fire Station/EMS#13 Disaster Recovery Center 4.88 5.88 7.84 Saint Peter's Catholic Church Disaster Recovery Center 4.41 5.41 7.37 San Pablo Church Disaster Recovery Center 1.99 2.58 4.71 EMS&MCSO Substation EMS 2.52 3.52 5.48 Florida Keys Ambulance Service EMS 6.36 5.62 7.75 Key Largo Ambulance EMS N/A N/A N/A Medical 6 Station EMS -0.30 -1.61 0.70 Medical 9 Station EMS N/A 0.05 2.36 City of Marathon/EOC EOC 4.49 5.08 7.21 Emergency Communication Building EOC 1.71 2.30 4.43 Key Largo EOC EOC N/A N/A N/A Conch Key Fire Station/EMS #17 Fire 8.05 9.60 11.73 Fire Station#1 Fire 2.12 5.82 7.95 Fire Station#13 Fire 5.41 6.41 8.37 Fire Station#17 Fire 8.05 9.60 11.73 Fire Station#19 Fire 5.99 7.67 9.80 Fire Station#9 Fire 8.93 9.93 11.89 Islamorada Fire\EMS#20 Fire N/A N/A N/A Key Largo Fire Rescue #24 Fire N/A N/A N/A Key West Fire Station#3 Fire 5.87 6.87 8.83 KW Central Fire Station#1 Fire 3.45 4.45 6.41 KW Fire Station Angela Street#2 Fire -0.30 0.70 3.01 KWIA Fire/Rescue#4 Fire 6.13 7.13 9.09 Layton Volunteer Fire Dept#18 Fire 6.11 6.70 8.83 z6 Future conditions for 100-Year Hazus-MH Coastal Flood Models included sea-level rise of 14"for 2060 Low,26"for 2060 High;and 4.13'for 2100 Intermediate High.Addresses and method for determining finished floor elevation for each facility are described in Table 6.All numeric values are in flood depth feet above finished floor elevation. 35 Building Type 2060 Low 2060 High 2100 Int-High Lower Sugarloaf Fire Station#10 Fire 4.99 5.99 7.95 Marathon Fire Station/EMS#14 Fire -0.36 2.09 4.40 Marathon Vol Fire Dept Station 1 Fire 2.12 5.82 7.95 North Key Largo Fire Station#25 Fire N/A 0.40 2.71 Ocean Reef Club Fire Station#26 Fire 0.77 1.82 3.95 Park-Old Volunteer Fire Station Fire 6.46 7.46 9.42 Stock Island Fire Station#8 Fire 3.76 4.76 6.72 Tavernier Fire Station Fire N/A 0.05 2.36 Tavernier Vol Fire Dept/EMS#22 Fire N/A 0.05 2.36 Tax Collector's Office Fire 6.79 7.79 9.76 Naval Air Station Key West Military 5.83 6.83 8.79 Naval Facility Military 1.81 2.81 4.77 U.S.Air Force Tethrostat Site Military N/A N/A N/A U.S.C.G.Base Key West Military 3.09 4.09 6.05 U.S.C.G.Marathon Military 5.27 5.86 7.99 U.S.C.G.Plantation Key Military 9.36 11.00 13.13 KW Police Station Police 3.45 4.45 6.41 MCSO Administrative Building Police 5.96 6.96 8.92 MCSO Detention Facility Police 3.42 5.34 7.47 MCSO Roth Building Police 1.09 2.78 4.91 MCSO Substation Police 1.81 2.57 4.70 Monroe County Sheriff's Department Police -0.35 1.34 3.47 Monroe County Sheriff's Department Police N/A 0.83 3.14 Monroe County Sheriff's Substation,Marathon Police 3.57 4.16 6.29 Plantation Key MCSO Sub-Station Police -0.69 0.85 3.16 Stock Island MCSO Jail Facility Police 4.05 5.05 7.01 Big Coppitt Fire Station/EMS#9 Refuge of Last Resort 2.81 3.81 5.77 Casa Marina Refuge of Last Resort -1.14 -0.14 2.17 36 Building Type 2060 Low 2060 High 2100 Int-High Island Christian School Refuge of Last Resort 1.08 2.62 4.75 Key Largo Bay Beach Refuge of Last Resort 5.62 6.90 9.03 Sheraton Resort Key Largo Refuge of Last Resort 1.56 2.75 4.88 St.James Episcopal Plantation Key Refuge of Last Resort 2.36 3.32 5.45 Bernstein Park Staging 7.63 8.63 10.59 Clay Sterling Baseball Fields Staging 3.68 4.68 6.64 Friendship Park Key Largo Staging N/A 0.30 2.61 Ft.Zachary Taylor Recreation Area Staging -1.36 -0.36 1.95 Island Christian School Field Staging 2.89 4.52 6.65 Jose Marti Park Staging 5.28 6.28 8.24 Key West Bight Parking Area Staging 6.62 7.62 9.58 Kmart Parking Lot Staging 4.10 4.69 6.82 Knight's Key Campground Field Staging 8.35 8.94 11.07 Monroe County Public Library Staging N/A N/A N/A Plantation Yacht Harbor Staging 7.42 7.93 10.06 Salt Ponds Bunker Area Staging 3.90 4.90 6.86 San Pablo Catholic Church Field Staging 7.06 7.65 9.78 Sigsbee Park&Community Center Staging 3.01 4.01 5.97 Tavernier Towne Parking Lot Staging 4.00 2.45 4.58 Tommy Roberts Stadium Staging 4.97 5.97 7.93 37 Table 12:Hazus-MH Flood Depth Exposure for Essential Services Facilities with Potential Future Hydrologic Conditions.27 Building Type 2060 Low 2060 High 2100 Int-High Big Pine Flea Market DMS 5.55 6.55 8.51 Big Pine School DMS 4.19 5.19 7.15 E Shore Drive Site DMS 7.68 8.68 10.64 Island Christian School Site DMS 2.20 3.83 5.96 Marathon Airport East DMS 3.22 3.81 5.94 Marathon Airport West DMS 3.59 4.74 6.87 Port Bougainville DMS 7.70 7.70 9.83 Rockland Investment DMS 3.97 4.97 6.93 Sugarloaf School DMS N/A -1.62 0.69 Tavernier Airport Site DMS 1.88 1.54 3.67 AARP/Senior Center Health 0.23 1.70 3.83 Bay Shore Manor Health 4.17 5.17 7.13 Bayshore Manor Convalescent Center Health 4.52 5.52 7.48 Blue Heron Teen Center Health 1.67 2.67 4.63 Health Center Health 3.95 7.93 10.06 Health Department Health 3.95 7.93 10.06 Key West Convalescent Center Health 7.18 8.18 10.14 Key West Senior Center Health 1.36 2.36 4.32 Plantation Key Convalescent Center Health 3.32 5.00 7.13 Senior Center/AARP Health 2.17 6.14 8.27 #65 County Offices Local government 3.59 5.24 7.37 Animal Shelter Local government N/A N/A N/A Animal Shelter Local government 4.32 4.91 7.04 Animal Shelter(lease) Local government 5.32 6.32 8.28 Animal Shelter Kennels Local government 5.45 6.45 8.41 "Future conditions for 100-Year Hazus-MH Coastal Flood Models included sea-level rise of 14"for 2060 Low,26"for 2060 High;and 4.13'for 2100 Intermediate High.Addresses and method for determining finished floor elevation for each facility are described in Table 7.All numeric values are in flood depth feet above finished floor elevation. 38 Building Type 2060 Low 2060 High 2100 Int-High Animal Shelter Marathon Local government -0.72 -0.13 2.00 Animal Shelter Office Local government 5.34 6.34 8.30 Annex Court House,Jackson Square Local government N/A N/A N/A Carpenter's Shop Local government -0.18 1.38 3.69 Carpentry Shop Local government 6.67 7.67 9.63 Carpentry Shop Local government 2.02 2.61 4.74 City of Marathon/City Offices Local government 3.85 4.71 6.84 Clerk of Court Local government 4.96 5.67 7.80 Control Rooms Local government -0.29 1.25 3.56 Court Room B(temporary) Local government 0.22 1.77 3.90 Courthouse Local government 4.96 5.67 7.80 Crew Room&Storage Shed Local government -0.29 1.25 3.56 Crowne Plaza La Concha Local government N/A N/A N/A Facilities Maintenance Office Local government 5.82 6.82 8.78 Fleet Garage Local government 3.23 3.82 5.95 Fleet Maintenance Garage Local government 4.26 5.26 7.22 Fleet Maintenance Office Local government 5.47 6.47 8.43 Freeman Justice Center,Jackson Sq. Local government -0.16 0.84 3.15 Gato Building Local government N/A -0.92 1.39 Government Annex Local government 4.36 4.95 7.08 Government Center Local government 1.84 2.57 4.70 Government Center Carpenter Shop Local government 2.25 3.94 6.07 Government Center Ellis Building Local government 0.09 1.58 3.71 Government Complex,Jackson Square Local government N/A N/A N/A Harvey Government Center Local government 0.37 1.37 3.33 HGC Sprinkler Building Local government 1.36 2.36 4.32 Islamorada County Library Local government N/A N/A 0.08 Key Colony Beach Auditorium Local government 3.36 4.49 6.62 39 Building Type 2060 Low 2060 High 2100 Int-High Key West City Hall Local government 7.46 8.46 10.42 Key West Port/Transit Authority Local government 5.10 6.10 8.06 KW City Hall(Annex) Local government N/A -0.95 1.36 M.C.Library Marathon Local government 3.95 5.06 7.19 M.C.Mosquito Control Marathon Local government 3.48 4.07 6.20 M.C.Public Works Key West Local government 6.67 7.67 9.63 M.C.Public Works Marathon Local government 1.85 2.85 4.98 M.C.Mosquito Control Local government 3.36 4.36 6.32 Marathon Detention Facility Local government 3.42 5.34 7.47 Medical Examiner Local government 6.88 7.47 9.60 Medical Examiner's Morgue Local government 6.99 7.58 9.71 Monroe County Courthouse Local government N/A N/A N/A Monroe County Superintendent's Office Local government 4.75 5.75 7.71 Monroe County Supervisor of Elections Local government N/A N/A N/A Monroe County Tax Collector Local government 1.81 2.57 4.70 Murray E.Nelson Government Center Local government 0.88 1.68 3.81 PK Courthouse Local government 0.47 2.05 4.18 Plantation Detention Center Local government 0.39 2.00 4.13 Plantation Key Govt.Center Local government N/A -1.49 0.64 Plantation Key Public Works Yard Local government -0.18 1.38 3.69 Public Library Local government 1.67 2.67 4.63 Public Library Local government N/A N/A N/A Public Library Local government 3.95 5.06 7.19 Public Library(lease) Local government N/A N/A N/A Public Works Local government 4.00 5.69 7.82 Public Works Office Local government 1.71 2.30 4.43 Sign Shop Local government 6.47 7.47 9.43 Sign Shop Office Local government 6.47 7.47 9.43 40 Building Type 2060 Low 2060 High 2100 Int-High Spottswood Building-Public Works Local government -0.54 0.97 3.28 Stock Island Public Service Building Local government 0.36 1.36 3.32 Storage Shed Local government 4.99 5.99 7.95 SubCourt Building Local government 3.97 4.56 6.69 Tax Collector's Office Local government 3.79 4.49 6.62 Teen Center Local government 5.11 6.11 8.07 Marathon Manor Nursing 4.41 5.00 7.13 Academy at Ocean Reef School -0.73 0.96 3.27 Coral Shores High School School N/A N/A N/A Florida Keys Community College School 3.61 4.61 6.57 Gerald Adams School School 1.01 2.01 3.97 Glynn Archer School School 1.48 2.48 4.44 Horace O'Bryant Middle School School 5.13 6.13 8.09 Hurricane Island Outward Bound School School N/A -0.25 2.06 Key Largo Elementary/Middle School School N/A -1.15 1.16 Key West High School School 0.03 1.03 2.99 Marathon High School School N/A -1.17 1.14 Marathon Lutheran School School 2.26 2.86 4.99 Mary Immaculate Star of the Sea School 1.66 2.66 4.62 May Hill Public Library School N/A -1.13 1.18 Montessori Children's School School 0.99 1.99 3.95 Montessori Elementary School Charter School 0.87 1.87 3.83 Montessori in Key Largo School N/A N/A N/A Pace Lower Keys School School 5.31 6.31 8.27 Pace Upper Keys School School -0.53 1.16 3.47 Plantation Key School School N/A N/A N/A Poinciana Elementary School School 1.04 2.04 4.00 Sigsbee Elementary School School 2.61 3.61 5.57 41 Building Type 2060 Low 2060 High 2100 Int-High St.Justin Catholic Key Largo School N/A N/A N/A Stanley Switlik Elementary School School 3.18 5.80 7.93 Sugarloaf Elementary/Middle School School 0.56 1.56 3.52 Treasure Village Montessori Charter School School 4.44 5.74 7.87 FDOT Marathon Operation Center State government 2.54 3.62 5.75 Marathon Govt.Center State Building State government 0.04 1.83 3.96 Air Cargo America Transportation 4.97 5.97 7.93 Card Sound Toll Offices&Plaza Transportation 6.56 6.78 8.91 Key West International Airport Transportation 7.16 8.16 10.12 Marathon Airport Transportation 3.45 4.32 6.45 Ocean Reef Club Airport Transportation 5.29 6.62 8.75 Sugarloaf Airfield Transportation 8.85 9.85 11.81 Summerland Airfield Transportation 5.84 6.84 8.80 42 Table 13:Hazus-MH Flood Depth Exposure for Utilities with Potential Future Hydrologic Conditions.28 Building Type 2060 Low 2060 High 2100 Int-High Bell South Key Largo Communication 2.79 4.48 6.61 Bell South Sugarloaf Communication 5.00 6.00 7.96 Big Pine Key Bell South Building Communication 2.17 3.17 5.13 Translator Tower Communication 6.76 7.76 9.72 Translator Tower Communication 7.79 8.52 10.65 WFKZ FM 103.1 Communication 3.14 4.82 6.95 FKEC Administration Bldg. Energy N/A N/A N/A FKEC Ellis Facility Islamorada Energy N/A 0.78 3.09 FKEC Generating Plant Energy 0.38 3.71 5.84 FKEC Key Largo Substation Energy N/A -0.42 1.89 FKEC Moody Facility Key Largo Energy N/A -1.21 1.11 FKEC Operations Complex Energy N/A N/A N/A Fleet Energy N/A 0.98 3.29 Gato Generator Building Energy N/A -1.26 1.05 Generator Building Energy 3.97 4.56 6.69 Generator Building,Jackson Square Energy N/A N/A N/A Keys Energy Services Facility Big Coppitt Energy 6.83 7.83 9.79 Keys Energy Services Facility Cudjoe Key Energy 2.26 3.26 5.22 Keys Energy Services Generating Plant Energy 1.14 2.14 4.10 Keys Energy Services Main Office Energy 6.48 7.48 9.44 Keys Energy Services Substation Energy 3.15 4.15 6.11 Keys Energy Services Substation Energy 3.97 4.97 6.93 Baypoint Wastewater Treatment Plant Wastewater 8.21 9.21 11.17 Big Coppitt Wastewater Treatment Plant Wastewater 4.63 5.63 7.59 Cudjoe Wastewater Treatment Plant Wastewater 1.32 2.32 4.28 28 Future conditions for 100-Year Hazus-MH Coastal Flood Models included sea-level rise of 14"for 2060 Low,26"for 2060 High;and 4.13'for 2100 Intermediate High.Addresses and method for determining finished floor elevation for each facility are described in Table 8.All numeric values are in flood depth feet above finished floor elevation. 43 Building Type 2060 Low 2060 High 2100 Int-High Duck Key Wastewater Treatment Plant Wastewater 2.04 2.63 4.76 Key Haven Wastewater Treatment Plant Wastewater 7.49 8.49 10.45 Key Largo Wastewater Treatment Plant Wastewater 7.04 8.26 10.39 KW Resort Utilities Wastewater Treatment Plant Wastewater 4.50 5.50 7.46 Layton Wastewater Treatment Plant Wastewater 3.75 4.36 6.49 North Key Largo Wastewater Treatment Plant Wastewater 5.29 6.62 8.75 F.K.A.A.Booster Station Water 2.00 5.88 8.01 F.K.A.A.Booster Station Water 5.99 6.99 8.95 F.K.A.A.Operations Center Water 2.07 5.51 7.64 F.K.A.A.RO Plant&Storage Facility Water 2.29 3.29 5.25 F.K.A.A.Storage Facility Water 3.89 4.89 6.85 FKAA Admin/Pump Station Water 0.64 1.51 3.64 FKAA Main Office Water 4.88 5.88 7.84 FKAA Pumping Station Water 3.22 4.22 6.18 FKAA Storage Facility Water N/A 0.35 2.31 44 Table 14:Hazus-MH Flood Depth Exposure for Hazardous Facilities with Potential Future Hydrologic Conditions.29 Building Type 2060 Low 2060 High 2100 Int-High Fuel Island/Pumps Hazardous materials -0.12 1.42 3.73 Fuel Island/Pumps Hazardous materials 4.99 5.99 7.95 Fuel Island/Pumps Hazardous materials 2.22 2.80 4.93 Fuel Storage Facility Hazardous materials 5.23 6.23 8.19 Fuel Tank(8,000 gallon) Hazardous materials 4.99 5.99 7.95 Fuel Tank(8,000 gallons) Hazardous materials -0.29 1.25 3.56 Fuel Tank 8,000 gallon Hazardous materials 1.66 2.25 4.38 Key Largo Landfill Hazardous materials N/A N/A N/A Key Largo Transfer Station Hazardous materials 0.66 2.16 4.29 Key West Landfill Hazardous materials N/A N/A N/A Shelter(old fuel island) Hazardous materials 4.26 5.26 7.22 Shelter(old fuel island) Hazardous materials 2.25 2.84 4.97 Transfer Station Hazardous materials 5.87 6.46 8.59 Transfer Station(2 buildings) Hazardous materials 6.68 7.68 9.64 Cudjoe Landfill Waste N/A -1.41 0.90 29 Future conditions for 100-Year Hazus-MH Coastal Flood Models included sea-level rise of 14"for 2060 Low,26"for 2060 High;and 4.13'for 2100 Intermediate High.Addresses and method for determining finished floor elevation for each facility are described in Table 9.All numeric values are in flood depth feet above finished floor elevation. 45 Table 15:Hazus-MH Flood Depth Exposure for Other Facilities with Potential Future Hydrologic Conditions.30 Building Type 2060 Low 2060 High 2100 Int-High East Martello Fort Battery Historical 5.30 6.30 8.26 East Martello Fort Citadel Historical 6.42 7.42 9.38 East Martello Towers/Museum Historical 5.07 6.07 8.03 Historic Courthouse,Jackson Square Historical N/A N/A N/A Historic Jail,Jackson Square Historical N/A N/A N/A Historic Tavernier School Historical N/A -0.29 2.02 Light Keepers House Historical N/A N/A N/A Lighthouse Museum/Curator's Quarters Historical N/A N/A N/A Stiglitz House Historical 7.46 8.46 10.42 West Martello Historical N/A N/A N/A West Martello Towers Historical -1.35 -1.35 -1.35 Bay Point Park Recreation 7.68 8.68 10.64 Bernstein Park Recreation 7.50 8.50 10.46 Blue Heron Park Recreation 5.85 6.85 8.81 Boys&Girls Club Recreation 6.46 7.46 9.42 BPK Park Community Building Recreation 5.42 6.42 8.38 BPK Park Residence Recreation 8.39 9.39 11.35 Founders Park Community Center Recreation -1.20 -1.20 -1.20 Harry Harris Park Concession Recreation 5.60 7.29 9.42 Harry Harris Park Restrooms Recreation 6.23 7.91 10.04 Harry Harris Park Trailer Recreation 6.23 7.91 10.04 Harry Harris Toll Kiosk Recreation 6.28 7.96 10.09 Higgs Beach Concession Recreation 7.49 8.49 10.45 Higgs Beach Dog Park Recreation 6.26 7.26 9.22 Higgs Beach Pavilion 1 Recreation 6.97 7.97 9.93 so Future conditions for 100-Year Hazus-MH Coastal Flood Models included sea-level rise of 14"for 2060 Low,26"for 2060 High;and 4.13'for 2100 Intermediate High.Addresses and method for determining finished floor elevation for each facility are described in Table 10.All numeric values are in flood depth feet above finished floor elevation. 46 Building Type 2060 Low 2060 High 2100 Int-High Higgs Beach Pavilion 2 Recreation 6.86 7.86 9.82 Higgs Beach Pier Recreation 10.91 11.91 13.87 Higgs Beach Playground Recreation 6.06 7.06 9.02 Higgs Beach Restaurant Recreation 5.37 6.37 8.33 Higgs Beach Restrooms Recreation 6.97 7.97 9.93 Higgs Beach Shed Recreation 7.54 8.54 10.50 Higgs Beach Tennis Court Recreation 5.29 6.29 8.25 Key Largo Community Park Recreation 2.68 4.36 6.49 Key Largo Park Building Recreation 2.64 4.32 6.45 Key Largo Park Concession Recreation 2.32 4.01 6.14 Key Largo Park Duplex Recreation 2.85 4.54 6.67 Key Largo Park Pavilion Recreation 2.87 4.56 6.69 Key Largo Park PW Service Building Recreation 2.70 4.22 6.35 Old Settlers Park Recreation 6.55 8.23 10.36 Rowell's Marina Recreation -0.07 1.24 3.37 Sunset Point Park Recreation 3.65 5.05 7.18 Veterans Aerobic Plant Recreation 3.94 4.94 6.90 Veterans Park Pavilions Recreation 3.94 4.94 6.90 Veterans Park Restrooms Recreation 3.94 4.94 6.90 Watson Field Park Recreation 7.24 8.24 10.20 Wilhelmina Harvey Park Recreation 6.46 7.46 9.42 47 G. Comprehensive Hood Damage Assessment The Hazus-MH Coastal Flood Model was used to develop damage assessments for the 100-Year coastal flood on over 37,000 properties with detailed parcel-level characteristics. Characteristics used in the damage assessment included 2014 assessed valuations, land use and occupancy types, building construction materials, finished floor substructure type, and year of construction for each parcel with a building across Monroe County and associated municipalities. Site characteristics also for over 3,900 structures in unincorporated Monroe County also included digitized site-level Elevation Certificate data and associated survey-quality finished floor elevation. This Elevation Certificate data was originally digitized by Monroe County staff in 2015-2016 and made available to the project team in 2017. Assumed finished floor elevations for buildings without Elevation Certificate information were based on floor substructure type and year of construction, as summarized in Table 16. The break point of 1975 for assuming higher finished floor elevation types by floor type is based on Monroe County code requiring structures built after December 31, 1974 to meet or exceed the adopted base flood elevation v�rv�rv�r.rrnuirrur�:u��ir1:: fl..:.�ru &s92 � L�ilr,.Jn... lf�e^,,. gjrrrrnr^nt . (...................I................ . .........................................................................................................................:..y.............. .............Z....................... ........................................... .........................................................................................) Table 16: Finished floor elevation assumptions for buildings without Elevation Certificates. Floor Type Year Built Finished Floor Elevation (Feet Above Ground) Slab or Unknown Pre-1975 1 Slab or Unknown Post-1975 2 Pier Pre-1975 3 Pier Post-1975 4 Damage assessments were then performed for the base 100-Year flood within the Hazus-MH Coastal Flood Model (Map Series 7), as well as the 2060 Low (Map Series 8), 2060 High (Map Series 9), and 2100 Intermediate-High (Map Series 10) sea-level rise scenarios. Table 17 provides a summary of the dollar values-based property damage assessments for all considered flood scenarios across all of Monroe County. Table 17: Hazus Damage Assessment. Hazus-MH 10-0-Year %Structures Damaged Losses(2014$) Coastal Flood Scenario Base (Current sea level) 80.3% $5,849,424,000 2060 Low (14" sea-level rise) 85.4% $7,369,148,000 2060 High (26" sea-level rise) 87.5% $8,806,929,000 2100 Int-High (4.13' sea-level rise) 92.9% $11,085,958,000 As stated, sea level rise planning has become a standard consideration in numerous elements of County land and infrastructure decision-making. While the County has an ongoing comprehensive effort to better plan for sea level rise vulnerability, one of the key questions is how will the County respond to future sea level rise vulnerability? Data collection has been a cornerstone of that effort. Part of that data collection effort is contained within this document creating a dataset for stormwater infrastructure. The work done under the NOAA grant has afforded the County the opportunity to pursue managing the impacts of a 100- year storm and/or sea level rise consistent with CRS credit guidance. 48 A. Secure the Data: Eievatio n Data" (Tim eframe for- Cor np etio n: 2019) The County is currently finalizing the collection of a LiDAR dataset to develop a more accurate representation of ground elevations in the developed portion of the County to help guide important planning and design activities in preparation for sea level rise. The work is to develop ground elevations and structural elevations in the County. This effort includes Mobile LiDAR scanning and data extraction for all of the roadway centerlines within the unincorporated County limits and also the development of spot elevations for first floor elevations for County facilities located throughout the County. The work has been primarily focused on developing information that the County may use to consider long- term environmental changes expected in the County. The data generated by this effort will supply the County with the data platform it needs to guide decisions that will help avoid or mitigate such concerns. The County is interested in determining more accurate elevations for road rights-of-way(ROW) and other land areas, and obtaining information on the land and building first floor elevations as a means of improving its long-term decision-making.The anticipated uses include: • Identifying road elevations and surrounding land elevations to be used in roadway planning and design. • Identify land elevations in low-lying areas of the County that are currently covered by foliage in order to better identify flood elevations in such areas. • Determine land and facility elevations to enable sea level rise planning and design efforts. • Obtaining "first floor" and surrounding natural grade elevations for public and private structures, as well as building envelope dimensions. • Other tasks (all requiring more accurate land elevation data). The County recognizes that the benefit of the mobile LiDAR will extend beyond the study of topography, flooding, and sea level rise to other uses in the developed areas of the County.The County wishes to use this information for other infrastructure projects in the near future. The desired outcome of this effort is to identify, to the greatest extent possible, accurate land elevations in areas of the County that are of interest to various County agencies. This data will be used in numerous future planning and infrastructure decisions related to adaptation. sl Green Keys: GO 1 .4 Develop more accurate elevation data (LIDAR)County-wide. 49 By Devebp Accurate i/u nerabiiity IlnformatiOn for- Roads and Stormwater Countywide Roads AnalySiS32 ff ism efram e for° COm p etiOn: 2019-2021)33 In the 5-Year GreenKeys Work Plan, a Countywide Roads Analysis was recommended: 2-14 "Conduct a County-wide roads analysis to identify near-term roads subject to inundation risk, including nuisance flooding. This will include researching where related green infrastructure would be appropriate." In the next 1-2 years, the County will finalize a roads vulnerability analysis and resulting recommendations for adaptation measures in the form of a long-term Roadway Adaptation Implementation Plan for elevating roads maintained by Monroe County that are vulnerable to sea level rise.This vulnerability analysis project shall be designed to lessen the frequency and severity of flooding from sea level rise and storms, and decrease predicted flood damage to those roads. The overall project work shall include, but not be limited to, adaptation measures based on a proposed acceptable level of service or range of level of service alternatives for roadway elevation, reconstruction of base and asphalt, drainage, potential pump stations, etc., landscape or other elements. It will also identify whether construction easements, private property purchases, etc. are needed for a particular alternative or solution, whether roadway elevation and/or storm water conveyance and treatment methods are needed. The recommended roadway adaptations shall include legally-required stormwater capture, transport and treatment systems to meet the unique water quality standards applicable to Monroe County considered. Cost benefit analysis, policy considerations, funding strategies and other services will be considered. Engagement of stakeholders and residents shall be included as a means of gathering information and gaining feedback on potential neighborhood recommendations. In addition,an analysis and recommendation(s) will be made as to potential maximum levels and days of allowable flooding per year (level of service). An analysis and recommendations for green infrastructure shall be included, using vegetation, soils, and other elements and practices to restore some of the natural processes required to manage water and create healthier urban environments.These concepts shall also be examined for any compromises to design functionality and may not be applicable in every area. The final deliverables will include, but not be limited to,the vulnerability analysis, policy analysis, cost benefit analysis, funding strategy, optional services that were proposed and accepted, and a Roads Implementation Plan that includes specific recommendations for road adaptations for the next 5, 10, 15, 20 and 25 years for the vulnerable segments of roadways and also looks at potential options for years 2060 and 2100. A list of projects shall be included for future capital improvements in the County's annual roads budget. 12 GreenKeys: GO 1 .5 Update vulnerability assessments on Monroe County buildings based upon GreenKeys! modeling data and updated LIDAR data. GreenKeys: Goal 2: Mitigate impacts from inundation and nuisance flooding to County roads and support efforts by FDOT to mitigate impacts on FDOT-managed roads within the County. ss Resolution (028-2017),THEREFORE BE IT RESOLVED: 3. In order to determine the countywide impacts of establishing a uniform methodology for incorporating sea level rise projections into future road improvement projects,the Board of County Commissioners hereby directs staff to move forward with a Countywide Roads Analysis project to identify near-term roads subject to inundation risk, including nuisance flooding. 4. The Board of County Commissioners hereby directs staff to budget funds in the FY17/18 budget for the Countywide Roads Analysis project. 50 C. Set Poky Based Our Future re Wnerabiiity: Future re tormwater Design Standards ff ism efram e for° COm p etion: 2023) Upon the completion of the LiDAR elevation data collection, and in conjunction with use of that data in the development of the stormwater master plan, the County will develop a policy framework for mitigation of future risk and damage. This is a specific requirement within the Countywide Roads Analysis (Section 1.113): The County must prepare now to identify the roads subject to inundation over the short and long-term, and prepare a plan of action for identifying which roads will require considerations including: adaptations such as elevation, the level of inundation and frequency to be contemplated, the type and height of existing mean high water, the groundwater elevation, the type and height of adaptation measure proposed, storm water management, potential funding strategies, and a policy analysis of the "levels of service" the County may or may not be able to provide to residents given the challenges of cost versus the level of sea level rise the County is facing. These considerations should also result in a method of ranking road project priorities and factors to be considered in doing so. Scope of Services, Section 2.02: The primary objective of the project is to analyze the impacts of current and projected levels of sea level rise on all roads(and potentially bridges)that the County maintains and to develop an implementation plan and timeline to adapt roads for sea level rise. Factors such as population density, environmental and site conditions, as well as frequency of flooding should all be factored into the Implementation Work Plan. The vulnerability analysis and modeling will build on the County's mobile LiDAR elevation data currently being collected, and previous modeling work conducted by the County to increase the understanding of tidal flooding behavior on County maintained roads. The work will look at impacts to roads as well as the benefits and costs to offset these impacts and to what level impacts can be offset. The differing environmental conditions from the Upper to Lower Keys and between ocean and bay side of the Keys should be identified and evaluated in order to develop appropriate strategies for adaptation. The results shall also be used to determine new policy considerations and design criteria for what the acceptable levels of service should be(an annual average allowance of 7-days of tidal flooding per year is the Interim standard set during the pilot roads project). Also included in this scope of work is harmonizing the technical and policy basis for mitigation and adaptation strategies and projects. New policy approaches may be needed to support technical recommendations and that account for future flood risk, level of service decisions (such as for less populous areas that may also be subject to the largest impacts of sea level rise), regulatory strategies for permitting with other agencies, prioritization on current,continued and future levels of service,storm water features,and funding strategies for long term decision-making. An analysis of implementation strategies should be compiled and incorporated into the final Plan document. 51 The County has already committed to an Interim Design Standard (Resolution 28-2017) and will revisit that design standard in conjunction with the completion of the Countywide Roads Analysis. D. Long Range Nanning: Integration with time Comprehensive Nan (Tim eframo for° Cor np etion: 2021) With upgraded elevation data and enhanced road, stormwater and capital planning, the completion of the Countywide Roads Analysis, the County will also revisit Comprehensive Plan Goals, Objectives and Policies to accomplish two goals: 1) update the Comprehensive Plan to comply with state law and 2) integrate new data based on the work products described herein. On two levels, updated data and capital planning will be integrated into the Monroe County Comprehensive Plan: 1. Updates to the Energy and Climate Element,the Conservation and Coastal Management Element and other appropriate Elements 2. Updates to the Capital Improvements Element (for near term projects) (Five-Year Schedule of Capital Improvements, Last Version: 2016) Florida law requires an update of the Comprehensive Plan pursuant to Section 163.3191, F.S. (1), at least once every 7 years, to determine if plan amendments are necessary to reflect changes in state requirements since the last update of the comprehensive plan, and notify the state land planning agency as to its determination. Monroe County will be due to complete that review by May 1, 2021.34 Florida law also requires that the Comprehensive Plan maintain a schedule of capital improvements and review it annually. It must include a five-year timeframe and identify the funding status of projects.35 To not only comply with state law, the update of the Comprehensive Plan provides an opportunity to integrate new information as part of the County's strategy to address vulnerabilities. 34 http://www.floridajobs.org/community-planning-and-development/programs/community-planning-table_of_ contents/evaluation-and-appraisal-of-comprehensive-plans 31 Section 163.3177(3)(a), F.S.: The comprehensive plan shall contain a capital improvements element designed to consider the need for and the location of public facilities in order to encourage the efficient use of such facilities and set forth: 1. A component that outlines principles for construction, extension, or increase in capacity of public facilities, as well as a component that outlines principles for correcting existing public facility deficiencies,which are necessary to implement the comprehensive plan.The components shall cover at least a 5-year period. 2. Estimated public facility costs, including a delineation of when facilities will be needed,the general location of the facilities,and projected revenue sources to fund the facilities. 3. Standards to ensure the availability of public facilities and the adequacy of those facilities to meet established acceptable levels of service. 4. A schedule of capital improvements which includes any publicly funded projects of federal, state, or local government, and which may include privately funded projects for which the local government has no fiscal responsibility.Projects necessary to ensure that any adopted level-of-service standards are achieved and maintained for the 5-year period must be identified as either funded or unfunded and given a level of priority for funding. (b) The capital improvements element must be reviewed by the local government on an annual basis. Modifications to update the 5-year capital improvement schedule may be accomplished by ordinance and may not be deemed to be amendments to the local comprehensive plan. 52 aCOINCLUS�OINS Monroe County continues to be a leader in the development of data and policy for sea level rise based on best available information. The County has committed funding, secured grant dollars and developed other partnerships to accomplish several key goals: 1. Launch and maintain an effective sea level rise planning program (GreenKeys)that has identified vulnerabilities, data gaps and developed a continually-updated approach for decision-making. 2. Successfully participate in FEMA's Community Rating System Program. 3. Identify strategies and approaches to create a long-term capital planning program for sea level rise adaptation. The County has also been successful at adopting policies into its Comprehensive Plan and focus in the coming years on actual design criteria for stormwater and roads based on its new long-term planning initiatives and scope of work for road adaptation. With this Watershed Management Plan, the County is now on a path to fully integrate Comprehensive Planning, Capital Improvements and participation in the FEMA Community Rating System. 53 Appendix Table 136: Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins, including Future Estimates of Tidal Elevation under the NOAA Intermediate- High Sea-Level Rise Scenario at 2030, 2060, and 2100, as sorted by MLLW. Appendix Table 2: Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Injection Wells, including Future Estimates of Tidal Elevation under the NOAA Intermediate- High Sea-Level Rise Scenario at 2030, 2060, and 2100, as sorted by MLLW. Appendix Table 3: Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Manholes, including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030, 2060, and 2100, as sorted by MLLW. Appendix Table 4: Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Trench Drains, including Future Estimates of Tidal Elevation under the NOAA Intermediate- High Sea-Level Rise Scenario at 2030, 2060, and 2100, as sorted by MLLW. Appendix Table 5: Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Outfalls (Top of Pipe), including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030, 2060, and 2100, as sorted by MLLW. Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level. Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6") and 2030 High (10") Sea-Level Rise. Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High (26") Sea-Level Rise. Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise. Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100- Year Coastal Flood, Baseline Condition (1992 Sea Level). Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MH 100-Year Coastal Flood, 2100 Intermediate-High (4.13') Sea-Level Rise. Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level). 36 The stormwater structure lists in Appendix Tables 1-5 are more narrowly intended to inform capital improvement budgeting by the Monroe County government.For this reason,these Appendix Tables only include structures directly owned and maintained by Monroe County. 54 Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") & 2014 Assessed Valuations. Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") & 2014 Assessed Valuations. 55 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB68 0.21 0.78 1.49 0.09 0.80 -1.04 -0.33 -3.35 -2.64 CB71 0.25 0.82 1.55 0.13 0.86 -1.00 -0.27 -3.31 -2.58 CB69 0.48 1.05 1.76 0.36 1.07 -0.77 -0.06 -3.08 -2.37 CB35 0.59 1.19 1.84 0.50 1.15 -0.63 0.02 -2.94 -2.29 CB12 0.60 1.21 1.85 0.52 1.16 -0.61 0.03 -2.92 -2.28 CB16 0.62 1.22 1.88 0.53 1.19 -0.60 0.06 -2.91 -2.25 CB50 0.61 1.21 1.88 0.52 1.19 -0.61 0.06 -2.92 -2.25 CB291 0.43 0.42 1.90 -0.27 1.21 -1.40 0.08 -3.71 -2.23 CB15 0.66 1.27 1.91 0.58 1.22 -0.55 0.09 -2.86 -2.22 CB13 0.68 1.29 1.93 0.60 1.24 -0.53 0.11 -2.84 -2.20 CB70 0.66 1.22 1.95 0.53 1.26 -0.60 0.13 -2.91 -2.18 CB9 0.72 1.32 1.97 0.63 1.28 -0.50 0.15 -2.81 -2.16 CB18 0.73 1.33 1.98 0.64 1.29 -0.49 0.16 -2.80 -2.15 CB32 0.74 1.34 1.99 0.65 1.30 -0.48 0.17 -2.79 -2.14 CB11 0.74 1.33 2.01 0.64 1.32 -0.49 0.19 -2.80 -2.12 CB5 0.77 1.38 2.02 0.69 1.33 -0.44 0.20 -2.75 -2.11 CB277 0.63 0.65 2.03 -0.04 1.34 -1.17 0.21 -3.48 -2.10 CB266 0.66 0.72 2.03 0.03 1.34 -1.10 0.21 -3.41 -2.10 CB275 0.66 0.69 2.04 0.00 1.35 -1.13 0.22 -3.44 -2.09 CB4 0.79 1.40 2.04 0.71 1.35 -0.42 0.22 -2.73 -2.09 CB58 0.78 1.36 2.05 0.67 1.36 -0.46 0.23 -2.77 -2.08 CB253 0.61 0.60 2.06 -0.09 1.37 -1.22 0.24 -3.53 -2.07 CB251 0.64 0.63 2.09 -0.06 1.40 -1.19 0.27 -3.50 -2.04 CB276 0.72 0.75 2.10 0.06 1.41 -1.07 0.28 -3.38 -2.03 CB257 0.69 0.68 2.11 -0.01 1.42 -1.14 0.29 -3.45 -2.02 CB67 0.86 1.43 2.14 0.74 1.45 -0.39 0.32 -2.70 -1.99 CB298 0.75 0.76 2.15 0.07 1.46 -1.06 0.33 -3.37 -1.98 CB290 0.70 0.68 2.15 -0.01 1.46 -1.14 0.33 -3.45 -1.98 1 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB3 0.91 1.51 2.16 0.82 1.47 -0.31 0.34 -2.62 -1.97 CB252 0.72 0.71 2.17 0.02 1.48 -1.11 0.35 -3.42 -1.96 CB65 0.92 1.50 2.20 0.81 1.51 -0.32 0.38 -2.63 -1.93 CB284 0.78 0.77 2.20 0.08 1.51 -1.05 0.38 -3.36 -1.93 CB49 0.92 1.49 2.21 0.80 1.52 -0.33 0.39 -2.64 -1.92 CB48 0.93 1.51 2.21 0.82 1.52 -0.31 0.39 -2.62 -1.92 CB261 0.82 0.83 2.21 0.14 1.52 -0.99 0.39 -3.30 -1.92 CB274 0.84 0.88 2.21 0.19 1.52 -0.94 0.39 -3.25 -1.92 CB33 0.97 1.57 2.22 0.88 1.53 -0.25 0.40 -2.56 -1.91 CB285 0.82 0.80 2.24 0.11 1.55 -1.02 0.42 -3.33 -1.89 CB114 0.96 0.69 2.24 0.00 1.55 -1.13 0.42 -3.44 -1.89 CB109 0.94 0.59 2.27 -0.10 1.58 -1.23 0.45 -3.54 -1.86 CB64 1.02 1.59 2.29 0.90 1.60 -0.23 0.47 -2.54 -1.84 CB51 1.04 1.63 2.30 0.94 1.61 -0.19 0.48 -2.50 -1.83 CB170 0.84 0.83 2.31 0.14 1.62 -0.99 0.49 -3.30 -1.82 CB297 0.99 0.63 2.31 -0.06 1.62 -1.19 0.49 -3.50 -1.82 CB60 1.04 1.61 2.31 0.92 1.62 -0.21 0.49 -2.52 -1.82 CB6 1.07 1.67 2.32 0.98 1.63 -0.15 0.50 -2.46 -1.81 CB254 0.89 0.88 2.33 0.19 1.64 -0.94 0.51 -3.25 -1.80 CB59 1.06 1.65 2.33 0.96 1.64 -0.17 0.51 -2.48 -1.80 CB258 0.93 0.92 2.34 0.23 1.65 -0.90 0.52 -3.21 -1.79 CB26 1.10 1.70 2.36 1.01 1.67 -0.12 0.54 -2.43 -1.77 CB215 1.09 1.13 2.37 0.44 1.68 -0.69 0.55 -3.00 -1.76 CB283 0.95 0.94 2.38 0.25 1.69 -0.88 0.56 -3.19 -1.75 CB264 1.02 1.06 2.40 0.37 1.71 -0.76 0.58 -3.07 -1.73 CB1 1.15 1.75 2.40 1.06 1.71 -0.07 0.58 -2.38 -1.73 CB10 1.14 1.73 2.40 1.04 1.71 -0.09 0.58 -2.40 -1.73 CB192 1.13 1.19 2.40 0.50 1.71 -0.63 0.58 -2.94 -1.73 2 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB263 1.03 1.06 2.41 0.37 1.72 -0.76 0.59 -3.07 -1.72 CB108 1.09 0.74 2.41 0.05 1.72 -1.08 0.59 -3.39 -1.72 CB55 1.18 1.77 2.45 1.08 1.76 -0.05 0.63 -2.36 -1.68 CB256 1.03 1.02 2.46 0.33 1.77 -0.80 0.64 -3.11 -1.67 CB37 1.21 1.81 2.46 1.12 1.77 -0.01 0.64 -2.32 -1.67 CB299 1.06 1.06 2.46 0.37 1.77 -0.76 0.64 -3.07 -1.67 CB14 1.21 1.82 2.46 1.13 1.77 0.00 0.64 -2.31 -1.67 CB29 1.21 1.81 2.46 1.12 1.77 -0.01 0.64 -2.32 -1.67 CB73 1.18 1.75 2.46 1.06 1.77 -0.07 0.64 -2.38 -1.67 CB54 1.20 1.78 2.46 1.09 1.77 -0.04 0.64 -2.35 -1.67 CB272 1.11 1.17 2.48 0.48 1.79 -0.65 0.66 -2.96 -1.65 CB262 1.10 1.12 2.48 0.43 1.79 -0.70 0.66 -3.01 -1.65 CB36 1.23 1.83 2.48 1.14 1.79 0.01 0.66 -2.30 -1.65 CB2 1.24 1.84 2.49 1.15 1.80 0.02 0.67 -2.29 -1.64 CB279 1.09 1.08 2.49 0.39 1.80 -0.74 0.67 -3.05 -1.64 CB34 1.25 1.85 2.50 1.16 1.81 0.03 0.68 -2.28 -1.63 CB156 1.04 1.03 2.50 0.34 1.81 -0.79 0.68 -3.10 -1.63 CB76 1.16 1.23 2.51 0.54 1.82 -0.59 0.69 -2.90 -1.62 CB78 1.15 1.20 2.51 0.51 1.82 -0.62 0.69 -2.93 -1.62 CB19 1.26 1.87 2.52 1.18 1.83 0.05 0.70 -2.26 -1.61 CB31 1.27 1.87 2.52 1.18 1.83 0.05 0.70 -2.26 -1.61 CB196 1.20 1.32 2.52 0.63 1.83 -0.50 0.70 -2.81 -1.61 CB66 1.26 1.83 2.54 1.14 1.85 0.01 0.72 -2.30 -1.59 CB62 1.27 1.85 2.55 1.16 1.86 0.03 0.73 -2.28 -1.58 CB83 1.14 1.13 2.56 0.44 1.87 -0.69 0.74 -3.00 -1.57 CB259 1.16 1.16 2.57 0.47 1.88 -0.66 0.75 -2.97 -1.56 CB161 1.09 1.10 2.57 0.41 1.88 -0.72 0.75 -3.03 -1.56 CB30 1.34 1.94 2.59 1.25 1.90 0.12 0.77 -2.19 -1.54 3 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB289 1.15 1.14 2.59 0.45 1.90 -0.68 0.77 -2.99 -1.54 CB268 1.23 1.30 2.60 0.61 1.91 -0.52 0.78 -2.83 -1.53 CB234 1.25 1.32 2.60 0.63 1.91 -0.50 0.78 -2.81 -1.53 CB249 1.00 0.96 2.60 0.27 1.91 -0.86 0.78 -3.17 -1.53 CB233 1.26 1.33 2.61 0.64 1.92 -0.49 0.79 -2.80 -1.52 CB75 1.27 1.33 2.61 0.64 1.92 -0.49 0.79 -2.80 -1.52 CB77 1.25 1.30 2.62 0.61 1.93 -0.52 0.80 -2.83 -1.51 CB61 1.35 1.92 2.62 1.23 1.93 0.10 0.80 -2.21 -1.51 CB194 1.32 1.42 2.63 0.73 1.94 -0.40 0.81 -2.71 -1.50 CB105 2.15 2.46 2.63 1.77 1.94 0.64 0.81 -1.67 -1.50 CB210 1.23 1.20 2.63 0.51 1.94 -0.62 0.81 -2.93 -1.50 CB79 1.24 1.27 2.63 0.58 1.94 -0.55 0.81 -2.86 -1.50 CB300 1.24 1.25 2.64 0.56 1.95 -0.57 0.82 -2.88 -1.49 CB286 1.21 1.20 2.64 0.51 1.95 -0.62 0.82 -2.93 -1.49 CB80 1.26 1.28 2.64 0.59 1.95 -0.54 0.82 -2.85 -1.49 CB28 1.39 1.99 2.65 1.30 1.96 0.17 0.83 -2.14 -1.48 CB72 1.37 1.94 2.65 1.25 1.96 0.12 0.83 -2.19 -1.48 CB181 1.18 1.19 2.66 0.50 1.97 -0.63 0.84 -2.94 -1.47 CB25 1.41 2.01 2.66 1.32 1.97 0.19 0.84 -2.12 -1.47 CB197 1.32 1.42 2.67 0.73 1.98 -0.40 0.85 -2.71 -1.46 CB63 1.39 1.97 2.67 1.28 1.98 0.15 0.85 -2.16 -1.46 CB112 1.31 0.97 2.67 0.28 1.98 -0.85 0.85 -3.16 -1.46 CB27 1.41 2.01 2.67 1.32 1.98 0.19 0.85 -2.12 -1.46 CB81 1.28 1.28 2.71 0.59 2.02 -0.54 0.89 -2.85 -1.42 CB189 1.45 1.51 2.71 0.82 2.02 -0.31 0.89 -2.62 -1.42 CB250 1.27 1.25 2.74 0.56 2.05 -0.57 0.92 -2.88 -1.39 CB232 1.39 1.46 2.74 0.77 2.05 -0.36 0.92 -2.67 -1.39 CB202 1.48 1.54 2.74 0.85 2.05 -0.28 0.92 -2.59 -1.39 4 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB204 1.35 1.35 2.75 0.66 2.06 -0.47 0.93 -2.78 -1.38 CB235 1.42 1.49 2.76 0.80 2.07 -0.33 0.94 -2.64 -1.37 CB280 1.37 1.35 2.79 0.66 2.10 -0.47 0.97 -2.78 -1.34 CB17 1.54 2.15 2.80 1.46 2.11 0.33 0.98 -1.98 -1.33 CB184 1.50 1.47 2.81 0.78 2.12 -0.35 0.99 -2.66 -1.32 CB255 1.39 1.38 2.82 0.69 2.13 -0.44 1.00 -2.75 -1.31 CB174 1.38 1.38 2.86 0.69 2.17 -0.44 1.04 -2.75 -1.27 CB218 1.59 1.62 2.90 0.93 2.21 -0.20 1.08 -2.51 -1.23 CB180 1.42 1.43 2.90 0.74 2.21 -0.39 1.08 -2.70 -1.23 CB20 1.65 2.24 2.90 1.55 2.21 0.42 1.08 -1.89 -1.23 CB193 1.62 1.70 2.92 1.01 2.23 -0.12 1.10 -2.43 -1.21 CB201 1.66 1.73 2.93 1.04 2.24 -0.09 1.11 -2.40 -1.20 CB206 1.52 1.51 2.93 0.82 2.24 -0.31 1.11 -2.62 -1.20 CB265 1.57 1.62 2.94 0.93 2.25 -0.20 1.12 -2.51 -1.19 CB220 1.62 1.64 2.94 0.95 2.25 -0.18 1.12 -2.49 -1.19 CB52 1.68 2.26 2.94 1.57 2.25 0.44 1.12 -1.87 -1.19 CB191 1.68 1.74 2.95 1.05 2.26 -0.08 1.13 -2.39 -1.18 CB167 1.47 1.48 2.95 0.79 2.26 -0.34 1.13 -2.65 -1.18 CB260 1.56 1.56 2.96 0.87 2.27 -0.26 1.14 -2.57 -1.17 CB24 1.71 2.30 2.96 1.61 2.27 0.48 1.14 -1.83 -1.17 CB195 1.66 1.78 2.98 1.09 2.29 -0.04 1.16 -2.35 -1.15 CB175 1.55 1.56 3.04 0.87 2.35 -0.26 1.22 -2.57 -1.09 CB190 1.78 1.84 3.04 1.15 2.35 0.02 1.22 -2.29 -1.09 CB128 1.81 1.83 3.04 1.14 2.35 0.01 1.22 -2.30 -1.09 CB292 1.68 1.74 3.05 1.05 2.36 -0.08 1.23 -2.39 -1.08 CB296 1.69 1.75 3.06 1.06 2.37 -0.07 1.24 -2.38 -1.07 CB282 1.63 1.62 3.07 0.93 2.38 -0.20 1.25 -2.51 -1.06 CB278 1.69 1.69 3.10 1.00 2.41 -0.13 1.28 -2.44 -1.03 5 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB200 1.73 1.83 3.11 1.14 2.42 0.01 1.29 -2.30 -1.02 CB21 1.86 2.45 3.12 1.76 2.43 0.63 1.30 -1.68 -1.01 CB7 1.85 2.43 3.12 1.74 2.43 0.61 1.30 -1.70 -1.01 CB99 0.63 1.70 3.12 1.01 2.43 -0.12 1.30 -2.43 -1.01 CB287 1.70 1.69 3.13 1.00 2.44 -0.13 1.31 -2.44 -1.00 CB208 1.73 1.71 3.14 1.02 2.45 -0.11 1.32 -2.42 -0.99 CB273 1.78 1.83 3.14 1.14 2.45 0.01 1.32 -2.30 -0.99 CB82 1.73 1.72 3.15 1.03 2.46 -0.10 1.33 -2.41 -0.98 CB98 1.85 1.99 3.16 1.30 2.47 0.17 1.34 -2.14 -0.97 CB177 1.66 1.64 3.19 0.95 2.50 -0.18 1.37 -2.49 -0.94 CB183 1.88 1.86 3.19 1.17 2.50 0.04 1.37 -2.27 -0.94 CB106 1.97 1.61 3.19 0.92 2.50 -0.21 1.37 -2.52 -0.94 CB269 1.83 1.91 3.20 1.22 2.51 0.09 1.38 -2.22 -0.93 CB217 1.91 1.93 3.20 1.24 2.51 0.11 1.38 -2.20 -0.93 CB213 1.82 1.84 3.23 1.15 2.54 0.02 1.41 -2.29 -0.90 CB166 1.75 1.76 3.23 1.07 2.54 -0.06 1.41 -2.37 -0.90 CB157 1.77 1.77 3.24 1.08 2.55 -0.05 1.42 -2.36 -0.89 CB288 1.82 1.80 3.25 1.11 2.56 -0.02 1.43 -2.33 -0.88 CB101 1.83 1.83 3.25 1.14 2.56 0.01 1.43 -2.30 -0.88 CB243 1.51 1.40 3.26 0.71 2.57 -0.42 1.44 -2.73 -0.87 CB53 2.03 2.61 3.29 1.92 2.60 0.79 1.47 -1.52 -0.84 CB179 1.82 1.83 3.31 1.14 2.62 0.01 1.49 -2.30 -0.82 CB8 2.04 2.63 3.31 1.94 2.62 0.81 1.49 -1.50 -0.82 CB176 1.82 1.81 3.32 1.12 2.63 -0.01 1.50 -2.32 -0.81 CB123 2.10 2.11 3.32 1.42 2.63 0.29 1.50 -2.02 -0.81 CB162 1.86 1.86 3.34 1.17 2.65 0.04 1.52 -2.27 -0.79 CB267 1.98 2.04 3.34 1.35 2.65 0.22 1.52 -2.09 -0.79 CB301 1.87 1.87 3.34 1.18 2.65 0.05 1.52 -2.26 -0.79 6 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB198 2.00 2.07 3.35 1.38 2.66 0.25 1.53 -2.06 -0.78 CB216 2.06 2.09 3.35 1.40 2.66 0.27 1.53 -2.04 -0.78 CB146 2.09 2.00 3.36 1.31 2.67 0.18 1.54 -2.13 -0.77 CB248 1.72 1.65 3.37 0.96 2.68 -0.17 1.55 -2.48 -0.76 CB22 2.11 2.72 3.37 2.03 2.68 0.90 1.55 -1.41 -0.76 CB188 2.11 2.15 3.37 1.46 2.68 0.33 1.55 -1.98 -0.76 CB148 2.11 2.01 3.38 1.32 2.69 0.19 1.56 -2.12 -0.75 CB240 1.63 1.53 3.38 0.84 2.69 -0.29 1.56 -2.60 -0.75 CB164 1.85 1.82 3.39 1.13 2.70 0.00 1.57 -2.31 -0.75 CB130 2.17 2.17 3.39 1.48 2.70 0.35 1.57 -1.96 -0.74 CB113 2.00 1.61 3.39 0.92 2.70 -0.21 1.57 -2.52 -0.74 CB118 2.18 2.20 3.40 1.51 2.71 0.38 1.58 -1.93 -0.73 CB92 1.34 1.11 3.41 0.42 2.72 -0.71 1.59 -3.02 -0.72 CB293 2.04 2.11 3.41 1.42 2.72 0.29 1.59 -2.02 -0.72 CB107 2.19 1.89 3.43 1.20 2.74 0.07 1.61 -2.24 -0.70 CB270 2.07 2.14 3.44 1.45 2.75 0.32 1.62 -1.99 -0.69 CB150 2.18 2.08 3.45 1.39 2.76 0.26 1.63 -2.05 -0.68 CB149 2.18 2.08 3.45 1.39 2.76 0.26 1.63 -2.05 -0.68 CB129 2.23 2.26 3.46 1.57 2.77 0.44 1.64 -1.87 -0.67 CB199 2.09 2.12 3.46 1.43 2.77 0.30 1.64 -2.01 -0.67 CB100 2.04 2.04 3.46 1.35 2.77 0.22 1.64 -2.09 -0.67 CB119 2.24 2.27 3.46 1.58 2.77 0.45 1.64 -1.86 -0.67 CB224 2.16 2.19 3.47 1.50 2.78 0.37 1.65 -1.94 -0.66 CB110 2.12 1.82 3.48 1.13 2.79 0.00 1.66 -2.31 -0.65 CB271 2.12 2.18 3.49 1.49 2.80 0.36 1.67 -1.95 -0.64 CB185 2.19 2.17 3.49 1.48 2.80 0.35 1.67 -1.96 -0.64 CB227 2.18 2.22 3.49 1.53 2.80 0.40 1.67 -1.91 -0.64 CB207 2.09 2.07 3.50 1.38 2.81 0.25 1.68 -2.06 -0.63 7 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB97 2.23 2.37 3.50 1.68 2.81 0.55 1.68 -1.76 -0.63 CB237 2.14 2.21 3.50 1.52 2.81 0.39 1.68 -1.92 -0.63 CB241 1.75 1.64 3.51 0.95 2.82 -0.18 1.69 -2.49 -0.62 CB223 2.20 2.24 3.51 1.55 2.82 0.42 1.69 -1.89 -0.62 CB152 2.25 2.16 3.52 1.47 2.83 0.34 1.70 -1.97 -0.61 CB127 2.30 2.31 3.53 1.62 2.84 0.49 1.71 -1.82 -0.60 CB242 1.79 1.68 3.54 0.99 2.85 -0.14 1.72 -2.45 -0.59 CB219 2.21 2.23 3.56 1.54 2.87 0.41 1.74 -1.90 -0.57 CB244 1.80 1.69 3.56 1.00 2.87 -0.13 1.74 -2.44 -0.57 CB134 2.31 2.32 3.58 1.63 2.89 0.50 1.76 -1.81 -0.55 CB111 2.24 1.94 3.60 1.25 2.91 0.12 1.78 -2.19 -0.53 CB117 2.34 2.35 3.60 1.66 2.91 0.53 1.78 -1.78 -0.53 CB23 2.36 2.96 3.61 2.27 2.92 1.14 1.79 -1.17 -0.52 CB102 2.21 2.22 3.62 1.53 2.93 0.40 1.80 -1.91 -0.51 CB86 1.56 1.32 3.62 0.63 2.93 -0.50 1.80 -2.81 -0.51 CB133 2.42 2.42 3.64 1.73 2.95 0.60 1.82 -1.71 -0.49 CB132 2.45 2.42 3.67 1.73 2.98 0.60 1.85 -1.71 -0.46 CB87 1.66 1.43 3.73 0.74 3.04 -0.39 1.91 -2.70 -0.40 CB153 2.41 2.35 3.73 1.66 3.04 0.53 1.91 -1.78 -0.40 CB205 2.34 2.36 3.73 1.67 3.04 0.54 1.91 -1.77 -0.40 CB303 2.26 2.26 3.73 1.57 3.04 0.44 1.91 -1.87 -0.40 CB236 2.34 2.37 3.74 1.68 3.05 0.55 1.92 -1.76 -0.39 CB90 1.71 1.47 3.77 0.78 3.08 -0.35 1.95 -2.66 -0.36 CB91 1.71 1.48 3.78 0.79 3.09 -0.34 1.96 -2.65 -0.35 CB125 2.57 2.56 3.80 1.87 3.11 0.74 1.98 -1.57 -0.33 CB211 2.42 2.40 3.82 1.71 3.13 0.58 2.00 -1.73 -0.31 CB94 2.50 2.60 3.84 1.91 3.15 0.78 2.02 -1.53 -0.29 CB96 2.56 2.70 3.84 2.01 3.15 0.88 2.02 -1.43 -0.29 8 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB294 2.48 2.56 3.84 1.87 3.15 0.74 2.02 -1.57 -0.29 CB178 2.34 2.33 3.84 1.64 3.15 0.51 2.02 -1.80 -0.29 CB88 1.78 1.55 3.85 0.86 3.16 -0.27 2.03 -2.58 -0.28 CB165 2.37 2.37 3.85 1.68 3.16 0.55 2.03 -1.76 -0.28 CB131 2.63 2.61 3.85 1.92 3.16 0.79 2.03 -1.52 -0.28 CB124 2.63 2.64 3.86 1.95 3.17 0.82 2.04 -1.49 -0.27 CB126 2.66 2.65 3.88 1.96 3.19 0.83 2.06 -1.48 -0.25 CB238 2.52 2.59 3.89 1.90 3.20 0.77 2.07 -1.54 -0.24 CB225 2.58 2.62 3.89 1.93 3.20 0.80 2.07 -1.51 -0.24 CB239 2.14 2.04 3.89 1.35 3.20 0.22 2.07 -2.09 -0.24 CB231 2.57 2.63 3.90 1.94 3.21 0.81 2.08 -1.50 -0.23 CB89 1.85 1.61 3.91 0.92 3.22 -0.21 2.09 -2.52 -0.22 CB147 2.64 2.55 3.92 1.86 3.23 0.73 2.10 -1.58 -0.21 CB137 2.65 2.66 3.92 1.97 3.23 0.84 2.10 -1.47 -0.21 CB209 2.51 2.50 3.92 1.81 3.23 0.68 2.10 -1.63 -0.21 CB163 2.40 2.39 3.93 1.70 3.24 0.57 2.11 -1.74 -0.20 CB154 2.60 2.57 3.94 1.88 3.25 0.75 2.12 -1.56 -0.19 CB103 2.54 2.56 3.95 1.87 3.26 0.74 2.13 -1.57 -0.18 CB151 2.69 2.58 3.96 1.89 3.27 0.76 2.14 -1.55 -0.17 CB145 2.65 2.59 3.96 1.90 3.27 0.77 2.14 -1.54 -0.17 CB212 2.56 2.54 3.96 1.85 3.27 0.72 2.14 -1.59 -0.17 CB121 2.74 2.75 3.97 2.06 3.28 0.93 2.15 -1.38 -0.16 CB214 2.59 2.61 3.97 1.92 3.28 0.79 2.15 -1.52 -0.16 CB247 2.26 2.17 3.98 1.48 3.29 0.35 2.16 -1.96 -0.15 CB245 2.22 2.11 3.98 1.42 3.29 0.29 2.16 -2.02 -0.15 CB84 1.93 1.70 3.99 1.01 3.30 -0.12 2.17 -2.43 -0.14 CB93 1.93 1.69 3.99 1.00 3.30 -0.13 2.17 -2.44 -0.14 CB104 1.55 2.44 4.01 1.75 3.32 0.62 2.19 -1.69 -0.12 9 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB120 2.78 2.80 4.01 2.11 3.32 0.98 2.19 -1.33 -0.12 CB186 2.71 2.71 4.01 2.02 3.32 0.89 2.19 -1.42 -0.12 CB56 2.74 3.32 4.01 2.63 3.32 1.50 2.19 -0.81 -0.12 CB222 2.69 2.75 4.02 2.06 3.33 0.93 2.20 -1.38 -0.11 CB85 1.96 1.73 4.02 1.04 3.33 -0.09 2.20 -2.40 -0.11 CB136 2.77 2.73 4.02 2.04 3.33 0.91 2.20 -1.40 -0.11 CB295 2.66 2.75 4.03 2.06 3.34 0.93 2.21 -1.38 -0.10 CB144 2.77 2.71 4.09 2.02 3.40 0.89 2.27 -1.42 -0.04 CB246 2.39 2.28 4.14 1.59 3.45 0.46 2.32 -1.85 0.01 CB122 2.92 2.95 4.14 2.26 3.45 1.13 2.32 -1.18 0.01 CB203 2.86 2.89 4.14 2.20 3.45 1.07 2.32 -1.24 0.01 CB57 2.89 3.47 4.16 2.78 3.47 1.65 2.34 -0.66 0.03 CB135 2.92 2.88 4.16 2.19 3.47 1.06 2.34 -1.25 0.03 CB228 2.85 2.90 4.17 2.21 3.48 1.08 2.35 -1.23 0.04 CB138 2.95 2.99 4.17 2.30 3.48 1.17 2.35 -1.14 0.04 CB226 2.90 2.93 4.21 2.24 3.52 1.11 2.39 -1.20 0.08 CB187 2.92 2.94 4.22 2.25 3.53 1.12 2.40 -1.19 0.09 CB221 2.93 2.96 4.24 2.27 3.55 1.14 2.42 -1.17 0.11 CB116 2.98 2.97 4.27 2.28 3.58 1.15 2.45 -1.16 0.14 CB160 2.83 2.83 4.30 2.14 3.61 1.01 2.48 -1.30 0.17 CB230 2.98 3.04 4.31 2.35 3.62 1.22 2.49 -1.09 0.18 CB45 3.05 3.64 4.31 2.95 3.62 1.82 2.49 -0.49 0.18 CB182 3.00 3.00 4.31 2.31 3.62 1.18 2.49 -1.13 0.18 CB143 3.02 2.98 4.35 2.29 3.66 1.16 2.53 -1.15 0.22 CB229 3.08 3.13 4.40 2.44 3.71 1.31 2.58 -1.00 0.27 CB169 2.95 2.94 4.45 2.25 3.76 1.12 2.63 -1.19 0.32 CB140 3.20 3.15 4.50 2.46 3.81 1.33 2.68 -0.98 0.37 CB171 3.06 3.06 4.53 2.37 3.84 1.24 2.71 -1.07 0.40 10 Appendix Table 1:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Catch Basins,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW CB168 3.21 2.98 4.62 2.29 3.93 1.16 2.80 -1.15 0.49 CB115 3.35 3.33 4.64 2.64 3.95 1.51 2.82 -0.80 0.51 CB44 3.43 4.02 4.69 3.33 4.00 2.20 2.87 -0.11 0.56 CB155 3.01 2.92 4.71 2.23 4.02 1.10 2.89 -1.21 0.58 CB302 3.26 3.26 4.73 2.57 4.04 1.44 2.91 -0.87 0.60 CB42 3.49 4.09 4.75 3.40 4.06 2.27 2.93 -0.04 0.62 CB173 3.31 3.31 4.79 2.62 4.10 1.49 2.97 -0.82 0.66 CB281 3.37 3.13 4.80 2.44 4.11 1.31 2.98 -1.00 0.67 CB139 3.57 3.53 4.88 2.84 4.19 1.71 3.06 -0.60 0.75 CB159 3.41 3.41 4.89 2.72 4.20 1.59 3.07 -0.72 0.76 CB141 3.60 3.55 4.89 2.86 4.20 1.73 3.07 -0.58 0.76 CB74 3.69 4.30 4.94 3.61 4.25 2.48 3.12 0.17 0.81 CB158 3.61 3.60 5.08 2.91 4.39 1.78 3.26 -0.53 0.95 CB172 3.66 3.66 5.14 2.97 4.45 1.84 3.32 -0.47 1.01 CB47 4.02 4.60 5.30 3.91 4.61 2.78 3.48 0.47 1.17 CB142 4.00 3.95 5.32 3.26 4.63 2.13 3.50 -0.18 1.19 CB43 4.15 4.75 5.41 4.06 4.72 2.93 3.59 0.62 1.28 CB95 4.09 4.19 5.43 3.50 4.74 2.37 3.61 0.06 1.30 CB46 4.19 4.77 5.46 4.08 4.77 2.95 3.64 0.64 1.33 CB40 7.40 8.00 8.65 7.31 7.96 6.18 6.83 3.87 4.52 CB41 7.77 8.38 9.03 7.69 8.34 6.56 7.21 4.25 4.90 CB39 10.04 10.64 11.29 9.95 10.60 8.82 9.47 6.51 7.16 CB38 10.22 10.82 11.47 10.13 10.78 9.00 9.65 6.69 7.34 11 Appendix Table 2:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Injection Wells,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Structure Elevation 1992 1992 2030 2030 2060 2060 2100 2100 va ID (N vation) MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW IW13 0.81 1.30 2.10 0.61 1.41 -0.52 0.28 -2.83 -2.03 IW8 1.80 2.11 2.27 1.88 1.58 0.29 0.45 -2.02 -1.86 IW18 0.91 0.92 2.39 0.69 1.70 -0.90 0.57 -3.21 -1.74 IW24 0.95 0.95 2.44 0.72 1.75 -0.87 0.62 -3.18 -1.69 IW23 1.05 1.06 2.54 0.83 1.85 -0.76 0.72 -3.07 -1.59 IW17 1.07 1.08 2.55 0.85 1.86 -0.74 0.73 -3.05 -1.58 I W 19 1.14 1.15 2.62 0.92 1.93 -0.67 0.80 -2.98 -1.51 IW27 1.19 1.19 2.67 0.96 1.98 -0.63 0.85 -2.94 -1.46 IW28 1.24 1.25 2.73 1.02 2.04 -0.57 0.91 -2.88 -1.40 IW21 1.29 1.30 2.78 1.07 2.09 -0.52 0.96 -2.83 -1.35 IW10 1.60 1.24 2.81 1.01 2.12 -0.58 0.99 -2.89 -1.32 IW29 1.35 1.36 2.83 1.13 2.14 -0.46 1.01 -2.77 -1.30 IW14 1.56 2.05 2.84 1.82 2.15 0.23 1.02 -2.08 -1.29 IW26 1.43 1.44 2.92 1.21 2.23 -0.38 1.10 -2.69 -1.21 IW15 1.59 1.56 2.99 1.33 2.30 -0.26 1.17 -2.57 -1.14 IW20 1.57 1.58 3.06 1.35 2.37 -0.24 1.24 -2.55 -1.07 IW38 1.41 1.30 3.17 1.07 2.48 -0.52 1.35 -2.83 -0.96 I W 12 2.01 1.69 3.23 1.46 2.54 -0.13 1.41 -2.44 -0.90 IW7 1.84 1.86 3.25 1.63 2.56 0.04 1.43 -2.27 -0.88 IW36 1.52 1.41 3.28 1.18 2.59 -0.41 1.46 -2.72 -0.85 IW25 1.80 1.81 3.28 1.58 2.59 -0.01 1.46 -2.32 -0.85 IW22 1.77 1.76 3.30 1.53 2.61 -0.06 1.48 -2.37 -0.83 IW35 1.55 1.44 3.31 1.21 2.62 -0.38 1.49 -2.69 -0.82 IW40 1.58 1.48 3.34 1.25 2.65 -0.34 1.52 -2.65 -0.79 IW39 1.58 1.48 3.34 1.25 2.65 -0.34 1.52 -2.65 -0.79 IW34 1.59 1.48 3.36 1.25 2.67 -0.34 1.54 -2.65 -0.77 IW6 1.99 2.00 3.40 1.77 2.71 0.18 1.58 -2.13 -0.73 IW1 2.13 2.23 3.47 2.00 2.78 0.41 1.65 -1.90 -0.66 12 Appendix Table 2:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Injection Wells,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. IW11 2.27 1.86 3.48 1.63 2.79 0.04 1.66 -2.27 -0.65 IW37 1.77 1.66 3.53 1.43 2.84 -0.16 1.71 -2.47 -0.60 IW32 1.98 1.87 3.75 1.64 3.06 0.05 1.93 -2.26 -0.38 IW33 2.01 1.90 3.78 1.67 3.09 0.08 1.96 -2.23 -0.35 IW5 2.59 2.73 3.86 2.50 3.17 0.91 2.04 -1.40 -0.27 IW41 2.16 2.06 3.92 1.83 3.23 0.24 2.10 -2.07 -0.21 IW4 2.75 2.88 4.02 2.65 3.33 1.06 2.20 -1.25 -0.11 IW31 2.38 2.28 4.15 2.05 3.46 0.46 2.33 -1.85 0.02 IW30 2.42 2.32 4.18 2.09 3.49 0.50 2.36 -1.81 0.05 IW16 3.03 2.80 4.44 2.57 3.75 0.98 2.62 -1.33 0.31 IW3 3.52 3.62 4.86 3.39 4.17 1.80 3.04 -0.51 0.73 IW9 3.83 3.42 4.99 3.19 4.30 1.60 3.17 -0.71 0.86 IW2 4.05 4.15 5.38 3.92 4.69 2.33 3.56 0.02 1.25 13 Appendix Table 3:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Manholes,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) MH11 0.38 0.95 1.66 0.26 0.97 -0.87 -0.16 -3.18 -2.47 MH10 0.46 1.02 1.74 0.33 1.05 -0.80 -0.08 -3.11 -2.39 MH16 0.67 1.27 1.92 0.58 1.23 -0.55 0.10 -2.86 -2.21 MH37 0.73 1.32 2.00 0.63 1.31 -0.50 0.18 -2.81 -2.13 MH18 0.74 1.31 2.02 0.62 1.33 -0.51 0.20 -2.82 -2.11 MH14 0.77 1.37 2.03 0.68 1.34 -0.45 0.21 -2.76 -2.10 MH22 0.85 1.46 2.10 0.77 1.41 -0.36 0.28 -2.67 -2.03 MH35 0.86 1.44 2.13 0.75 1.44 -0.38 0.31 -2.69 -2.00 MH20 0.85 1.42 2.13 0.73 1.44 -0.40 0.31 -2.71 -2.00 MH34 0.89 1.47 2.17 0.78 1.48 -0.35 0.35 -2.66 -1.96 MH32 0.93 1.54 2.18 0.85 1.49 -0.28 0.36 -2.59 -1.95 MH30 0.93 1.53 2.18 0.84 1.49 -0.29 0.36 -2.60 -1.95 MH36 0.92 1.51 2.19 0.82 1.50 -0.31 0.37 -2.62 -1.94 MH27 0.98 1.57 2.24 0.88 1.55 -0.25 0.42 -2.56 -1.89 MH19 0.96 1.54 2.24 0.85 1.55 -0.28 0.42 -2.59 -1.89 MH28 1.04 1.65 2.29 0.96 1.60 -0.17 0.47 -2.48 -1.84 MH59 0.96 0.97 2.36 0.28 1.67 -0.85 0.54 -3.16 -1.77 MH17 1.10 1.70 2.36 1.01 1.67 -0.12 0.54 -2.43 -1.77 MH62 0.95 0.94 2.37 0.25 1.68 -0.88 0.55 -3.19 -1.76 MH38 1.12 1.70 2.40 1.01 1.71 -0.12 0.58 -2.43 -1.73 MH15 1.16 1.76 2.42 1.07 1.73 -0.06 0.60 -2.37 -1.71 MH29 1.20 1.80 2.45 1.11 1.76 -0.02 0.63 -2.33 -1.68 MH13 1.20 1.80 2.45 1.11 1.76 -0.02 0.63 -2.33 -1.68 MH63 1.12 1.11 2.54 0.42 1.85 -0.71 0.72 -3.02 -1.59 MH21 1.25 1.83 2.54 1.14 1.85 0.01 0.72 -2.30 -1.59 MH57 1.16 1.15 2.59 0.46 1.90 -0.67 0.77 -2.98 -1.54 MH31 1.38 1.98 2.63 1.29 1.94 0.16 0.81 -2.15 -1.50 MH7 1.36 1.40 2.76 0.71 2.07 -0.42 0.94 -2.73 -1.37 14 Appendix Table 3:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Manholes,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) MH9 1.39 1.43 2.77 0.74 2.08 -0.39 0.95 -2.70 -1.36 MH58 1.44 1.43 2.87 0.74 2.18 -0.39 1.05 -2.70 -1.26 MH49 1.53 1.64 2.88 0.95 2.19 -0.18 1.06 -2.49 -1.25 MH8 1.56 1.63 2.90 0.94 2.21 -0.19 1.08 -2.50 -1.23 MH64 1.39 1.35 2.91 0.66 2.22 -0.47 1.09 -2.78 -1.22 MH50 1.68 1.75 2.94 1.06 2.25 -0.07 1.12 -2.38 -1.19 MH43 1.48 1.47 2.94 0.78 2.25 -0.35 1.12 -2.66 -1.19 MH48 1.62 1.74 2.95 1.05 2.26 -0.08 1.13 -2.39 -1.18 MH26 1.74 2.33 3.00 1.64 2.31 0.51 1.18 -1.80 -1.13 MH44 1.57 1.56 3.03 0.87 2.34 -0.26 1.21 -2.57 -1.10 MH65 1.46 1.37 3.08 0.68 2.39 -0.45 1.26 -2.76 -1.05 MH41 1.86 2.45 3.13 1.76 2.44 0.63 1.31 -1.68 -1.00 MH47 1.89 1.99 3.19 1.30 2.50 0.17 1.37 -2.14 -0.94 MH61 1.84 1.85 3.24 1.16 2.55 0.03 1.42 -2.28 -0.89 MH1 1.26 1.02 3.32 0.33 2.63 -0.80 1.50 -3.11 -0.81 MH51 2.03 2.01 3.34 1.32 2.65 0.19 1.52 -2.12 -0.79 MH53 2.02 2.08 3.35 1.39 2.66 0.26 1.53 -2.05 -0.78 MH46 2.17 2.24 3.44 1.55 2.75 0.42 1.62 -1.89 -0.69 MH2 1.40 1.17 3.47 0.48 2.78 -0.65 1.65 -2.96 -0.66 MH42 2.01 2.00 3.47 1.31 2.78 0.18 1.65 -2.13 -0.66 MH55 2.22 2.29 3.58 1.60 2.89 0.47 1.76 -1.84 -0.55 MH3 1.53 1.30 3.60 0.61 2.91 -0.52 1.78 -2.83 -0.53 MH45 2.40 2.45 3.66 1.76 2.97 0.63 1.84 -1.68 -0.47 MH56 1.94 1.87 3.66 1.18 2.97 0.05 1.84 -2.26 -0.47 MH60 2.29 2.31 3.67 1.62 2.98 0.49 1.85 -1.82 -0.46 MH66 2.21 2.20 3.67 1.51 2.98 0.38 1.85 -1.93 -0.46 MH4 1.62 1.38 3.68 0.69 2.99 -0.44 1.86 -2.75 -0.45 MH54 2.27 2.26 3.70 1.57 3.01 0.44 1.88 -1.87 -0.43 15 Appendix Table 3:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Manholes,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) MH67 2.24 2.23 3.70 1.54 3.01 0.41 1.88 -1.90 -0.43 MH23 2.78 3.39 4.04 2.70 3.35 1.57 2.22 -0.74 -0.09 MH5 2.02 1.79 4.09 1.10 3.40 -0.03 2.27 -2.34 -0.04 MH52 3.12 3.16 4.43 2.47 3.74 1.34 2.61 -0.97 0.30 MH40 3.25 3.84 4.52 3.15 3.83 2.02 2.70 -0.29 0.39 MH6 2.70 2.51 4.76 1.82 4.07 0.69 2.94 -1.62 0.63 MH33 3.88 4.47 5.14 3.78 4.45 2.65 3.32 0.34 1.01 MH39 3.94 4.55 5.19 3.86 4.50 2.73 3.37 0.42 1.06 MH12 4.25 4.83 5.52 4.14 4.83 3.01 3.70 0.70 1.39 MH24 7.57 8.17 8.82 7.48 8.13 6.35 7.00 4.04 4.69 MH25 10.56 11.16 11.81 10.47 11.12 9.34 9.99 7.03 7.68 16 Appendix Table 4:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Trench Drains,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) TD51 -0.14 0.44 1.14 -0.25 0.45 -1.38 -0.68 -3.69 -2.99 TD47 0.21 0.82 1.46 0.13 0.77 -1.00 -0.36 -3.31 -2.67 TD34 0.22 0.65 1.57 -0.04 0.88 -1.17 -0.25 -3.48 -2.56 TD37 0.57 1.03 1.81 0.34 1.12 -0.79 -0.01 -3.10 -2.32 TD29 0.65 1.22 1.82 0.53 1.13 -0.60 0.00 -2.91 -2.31 TD73 0.67 1.24 1.87 0.55 1.18 -0.58 0.05 -2.89 -2.26 TD48 0.63 1.24 1.88 0.55 1.19 -0.58 0.06 -2.89 -2.25 TD53 0.62 1.20 1.89 0.51 1.20 -0.62 0.07 -2.93 -2.24 TD40 0.70 1.30 1.95 0.61 1.26 -0.52 0.13 -2.83 -2.18 TD3 0.76 1.34 1.97 0.65 1.28 -0.48 0.15 -2.79 -2.16 TD18 0.86 1.43 2.04 0.74 1.35 -0.39 0.22 -2.70 -2.09 TD52 0.81 1.39 2.09 0.70 1.40 -0.43 0.27 -2.74 -2.04 TD35 0.75 1.18 2.10 0.49 1.41 -0.64 0.28 -2.95 -2.03 TD112 1.71 2.00 2.16 1.31 1.47 0.18 0.34 -2.13 -1.97 TD36 0.95 1.40 2.22 0.71 1.53 -0.42 0.40 -2.73 -1.91 TD2 1.02 1.60 2.23 0.91 1.54 -0.22 0.41 -2.53 -1.90 TD113 1.79 2.09 2.24 1.40 1.55 0.27 0.42 -2.04 -1.89 TD1 1.04 1.62 2.25 0.93 1.56 -0.20 0.43 -2.51 -1.88 TD30 1.13 1.69 2.30 1.00 1.61 -0.13 0.48 -2.44 -1.83 TD110 1.06 0.80 2.30 0.11 1.61 -1.02 0.48 -3.33 -1.83 TD39 1.14 1.71 2.33 1.02 1.64 -0.11 0.51 -2.42 -1.80 TD46 1.24 1.83 2.49 1.14 1.80 0.01 0.67 -2.30 -1.64 TD118 1.24 1.33 2.53 0.64 1.84 -0.49 0.71 -2.80 -1.60 TD91 1.29 1.35 2.55 0.66 1.86 -0.47 0.73 -2.78 -1.58 TD4 1.36 1.93 2.56 1.24 1.87 0.11 0.74 -2.20 -1.57 TD90 1.23 1.22 2.62 0.53 1.93 -0.60 0.80 -2.91 -1.51 TD111 2.19 2.49 2.64 1.80 1.95 0.67 0.82 -1.64 -1.49 TD80 1.27 1.16 2.66 0.47 1.97 -0.66 0.84 -2.97 -1.47 17 Appendix Table 4:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Trench Drains,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) TD108 1.42 1.12 2.79 0.43 2.10 -0.70 0.97 -3.01 -1.34 TD114 2.32 2.63 2.79 1.94 2.10 0.81 0.97 -1.50 -1.34 TD89 1.45 1.45 2.84 0.76 2.15 -0.37 1.02 -2.68 -1.29 TD72 1.73 2.30 2.93 1.61 2.24 0.48 1.11 -1.83 -1.20 TD71 0.82 0.60 2.95 -0.09 2.26 -1.22 1.13 -3.53 -1.18 TD117 1.87 2.08 3.09 1.39 2.40 0.26 1.27 -2.05 -1.04 TD5 1.97 2.55 3.16 1.86 2.47 0.73 1.34 -1.58 -0.97 TD87 1.76 1.76 3.18 1.07 2.49 -0.06 1.36 -2.37 -0.95 TD60 1.21 1.13 3.19 0.44 2.50 -0.69 1.37 -3.00 -0.94 TD75 1.95 1.85 3.31 1.16 2.62 0.03 1.49 -2.28 -0.82 TD77 1.90 1.76 3.33 1.07 2.64 -0.06 1.51 -2.37 -0.80 TD83 2.01 1.88 3.39 1.19 2.70 0.06 1.57 -2.25 -0.74 TD38 1.69 1.71 3.41 1.02 2.72 -0.11 1.59 -2.42 -0.72 TD84 2.03 1.91 3.41 1.22 2.72 0.09 1.59 -2.22 -0.72 TD13 1.28 1.11 3.42 0.42 2.73 -0.71 1.60 -3.02 -0.71 TD86 2.09 2.11 3.43 1.42 2.74 0.29 1.61 -2.02 -0.70 TD82 2.18 2.10 3.47 1.41 2.78 0.28 1.65 -2.03 -0.66 TD85 1.76 1.64 3.54 0.95 2.85 -0.18 1.72 -2.49 -0.59 TD42 1.54 1.43 3.54 0.74 2.85 -0.39 1.72 -2.70 -0.59 TD16 1.45 1.26 3.58 0.57 2.89 -0.56 1.76 -2.87 -0.55 TD70 1.47 1.27 3.58 0.58 2.89 -0.55 1.76 -2.86 -0.55 TD106 2.36 2.25 3.65 1.56 2.96 0.43 1.83 -1.88 -0.48 TD76 2.35 2.27 3.70 1.58 3.01 0.45 1.88 -1.86 -0.43 TD74 2.51 3.09 3.71 2.40 3.02 1.27 1.89 -1.04 -0.42 TD33 1.70 1.46 3.76 0.77 3.07 -0.36 1.94 -2.67 -0.37 TD32 1.71 1.47 3.77 0.78 3.08 -0.35 1.95 -2.66 -0.36 TD79 2.41 2.34 3.78 1.65 3.09 0.52 1.96 -1.79 -0.35 TD88 2.37 2.36 3.78 1.67 3.09 0.54 1.96 -1.77 -0.35 18 Appendix Table 4:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Trench Drains,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) TD109 2.43 2.10 3.81 1.41 3.12 0.28 1.99 -2.03 -0.32 TD63 1.70 1.50 3.81 0.81 3.12 -0.32 1.99 -2.63 -0.32 TD78 2.46 2.38 3.82 1.69 3.13 0.56 2.00 -1.75 -0.31 TD81 2.61 2.52 3.85 1.83 3.16 0.70 2.03 -1.61 -0.28 TD98 2.65 2.55 3.87 1.86 3.18 0.73 2.05 -1.58 -0.26 TD104 2.66 2.56 3.89 1.87 3.20 0.74 2.07 -1.57 -0.24 TD105 2.70 2.60 3.92 1.91 3.23 0.78 2.10 -1.53 -0.21 TD69 2.81 3.37 3.94 2.68 3.25 1.55 2.12 -0.76 -0.19 TD68 2.86 3.42 3.99 2.73 3.30 1.60 2.17 -0.71 -0.14 TD102 2.79 2.69 4.01 2.00 3.32 0.87 2.19 -1.44 -0.12 TD100 2.81 2.71 4.04 2.02 3.35 0.89 2.22 -1.42 -0.09 TD107 2.76 2.64 4.05 1.95 3.36 0.82 2.23 -1.49 -0.08 TD103 2.82 2.72 4.05 2.03 3.36 0.90 2.23 -1.41 -0.08 TD54 2.00 1.84 4.05 1.15 3.36 0.02 2.23 -2.29 -0.08 TD55 2.00 1.84 4.06 1.15 3.37 0.02 2.24 -2.29 -0.07 TD66 2.93 3.49 4.06 2.80 3.37 1.67 2.24 -0.64 -0.07 TD93 2.83 2.74 4.07 2.05 3.38 0.92 2.25 -1.39 -0.06 TD94 2.86 2.78 4.12 2.09 3.43 0.96 2.30 -1.35 -0.01 TD95 2.88 2.79 4.13 2.10 3.44 0.97 2.31 -1.34 0.00 TD58 2.11 1.96 4.17 1.27 3.48 0.14 2.35 -2.17 0.04 TD67 3.08 3.64 4.21 2.95 3.52 1.82 2.39 -0.49 0.08 TD11 2.07 1.90 4.21 1.21 3.52 0.08 2.39 -2.23 0.08 TD10 2.10 1.93 4.23 1.24 3.54 0.11 2.41 -2.20 0.10 TD57 2.23 2.07 4.29 1.38 3.60 0.25 2.47 -2.06 0.16 TD56 2.23 2.07 4.29 1.38 3.60 0.25 2.47 -2.06 0.16 TD26 2.16 1.99 4.29 1.30 3.60 0.17 2.47 -2.14 0.16 TD15 2.18 2.00 4.31 1.31 3.62 0.18 2.49 -2.13 0.18 TD92 3.11 3.03 4.39 2.34 3.70 1.21 2.57 -1.10 0.26 19 Appendix Table 4:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Trench Drains,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) TD28 2.26 2.08 4.39 1.39 3.70 0.26 2.57 -2.05 0.26 TD96 3.17 3.08 4.41 2.39 3.72 1.26 2.59 -1.05 0.28 TD101 3.21 3.11 4.44 2.42 3.75 1.29 2.62 -1.02 0.31 TD97 3.16 3.07 4.44 2.38 3.75 1.25 2.62 -1.06 0.31 TD27 2.33 2.16 4.46 1.47 3.77 0.34 2.64 -1.97 0.33 TD14 2.33 2.16 4.47 1.47 3.78 0.34 2.65 -1.97 0.34 TD65 3.43 3.99 4.56 3.30 3.87 2.17 2.74 -0.14 0.43 TD24 2.43 2.26 4.57 1.57 3.88 0.44 2.75 -1.87 0.44 TD115 3.13 3.06 4.62 2.37 3.93 1.24 2.80 -1.07 0.49 TD25 2.49 2.32 4.62 1.63 3.93 0.50 2.80 -1.81 0.49 TD99 3.51 3.41 4.74 2.72 4.05 1.59 2.92 -0.72 0.61 TD116 3.29 3.27 4.75 2.58 4.06 1.45 2.93 -0.86 0.62 TD59 2.83 2.75 4.81 2.06 4.12 0.93 2.99 -1.38 0.68 TD12 2.80 2.63 4.93 1.94 4.24 0.81 3.11 -1.50 0.80 TD7 3.01 2.79 5.14 2.10 4.45 0.97 3.32 -1.34 1.01 TD8 3.03 2.81 5.16 2.12 4.47 0.99 3.34 -1.32 1.03 TD9 3.05 2.83 5.18 2.14 4.49 1.01 3.36 -1.30 1.05 TD64 4.60 5.11 5.73 4.42 5.04 3.29 3.91 0.98 1.60 TD31 4.45 4.23 6.52 3.54 5.83 2.41 4.70 0.10 2.39 TD43 4.54 4.33 6.66 3.64 5.97 2.51 4.84 0.20 2.53 TD23 4.74 4.53 6.86 3.84 6.17 2.71 5.04 0.40 2.73 TD20 4.78 4.57 6.90 3.88 6.21 2.75 5.08 0.44 2.77 TD22 4.80 4.59 6.92 3.90 6.23 2.77 5.10 0.46 2.79 TD49 4.89 4.61 7.08 3.92 6.39 2.79 5.26 0.48 2.95 TD21 5.00 4.79 7.13 4.10 6.44 2.97 5.31 0.66 3.00 TD120 7.62 8.18 8.80 7.49 8.11 6.36 6.98 4.05 4.67 TD123 7.76 8.32 8.95 7.63 8.26 6.50 7.13 4.19 4.82 TD45 7.87 8.33 9.31 7.64 8.62 6.51 7.49 4.20 5.18 20 Appendix Table 4:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Trench Drains,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) TD136 8.10 8.70 9.36 8.01 8.67 6.88 7.54 4.57 5.23 TD144 8.16 8.56 9.51 7.87 8.82 6.74 7.69 4.43 5.38 TD121 8.84 9.41 10.02 8.72 9.33 7.59 8.20 5.28 5.89 TD17 7.91 7.75 10.04 7.06 9.35 5.93 8.22 3.62 5.91 TD141 8.85 9.43 10.11 8.74 9.42 7.61 8.29 5.30 5.98 TD50 8.20 8.44 10.12 7.75 9.43 6.62 8.30 4.31 5.99 TD122 8.94 9.50 10.12 8.81 9.43 7.68 8.30 5.37 5.99 TD41 8.25 8.50 10.15 7.81 9.46 6.68 8.33 4.37 6.02 TD140 8.97 9.41 10.22 8.72 9.53 7.59 8.40 5.28 6.09 TD124 9.12 9.68 10.31 8.99 9.62 7.86 8.49 5.55 6.18 TD19 9.29 9.83 10.47 9.14 9.78 8.01 8.65 5.70 6.34 TD127 9.23 9.80 10.47 9.11 9.78 7.98 8.65 5.67 6.34 TD138 9.24 9.60 10.49 8.91 9.80 7.78 8.67 5.47 6.36 TD6 9.53 10.08 10.71 9.39 10.02 8.26 8.89 5.95 6.58 TD125 9.55 10.13 10.76 9.44 10.07 8.31 8.94 6.00 6.63 TD126 9.60 10.16 10.84 9.47 10.15 8.34 9.02 6.03 6.71 TD61 9.48 9.98 10.86 9.29 10.17 8.16 9.04 5.85 6.73 TD139 9.51 10.09 11.07 9.40 10.38 8.27 9.25 5.96 6.94 TD119 9.99 10.53 11.17 9.84 10.48 8.71 9.35 6.40 7.04 TD137 9.95 10.55 11.20 9.86 10.51 8.73 9.38 6.42 7.07 TD142 9.96 10.51 11.22 9.82 10.53 8.69 9.40 6.38 7.09 TD133 9.95 10.45 11.31 9.76 10.62 8.63 9.49 6.32 7.18 TD131 10.17 10.60 11.56 9.91 10.87 8.78 9.74 6.47 7.43 TD62 10.52 11.05 11.74 10.36 11.05 9.23 9.92 6.92 7.61 TD135 10.49 11.05 11.76 10.36 11.07 9.23 9.94 6.92 7.63 TD44 9.85 9.87 11.98 9.18 11.29 8.05 10.16 5.74 7.85 TD132 10.63 11.08 11.99 10.39 11.30 9.26 10.17 6.95 7.86 TD129 10.84 11.41 12.10 10.72 11.41 9.59 10.28 7.28 7.97 21 Appendix Table 4:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater Trench Drains,including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) TD145 9.97 9.99 12.10 9.30 11.41 8.17 10.28 5.86 7.97 TD134 11.19 11.76 12.48 11.07 11.79 9.94 10.66 7.63 8.35 TD143 11.34 11.94 12.59 11.25 11.90 10.12 10.77 7.81 8.46 TD130 12.11 12.66 13.38 11.97 12.69 10.84 11.56 8.53 9.25 TD128 12.50 13.08 13.75 12.39 13.06 11.26 11.93 8.95 9.62 22 Appendix Table 5:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater OutfaIIs(Top of Pipe), including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation 1992 MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) OF30 -3.80 -3.83 -2.58 -4.52 -3.27 -5.65 -4.40 -7.96 -6.71 OF9 -2.76 -2.67 -1.39 -3.36 -2.08 -4.49 -3.21 -6.80 -5.52 OF31 -2.50 -2.52 -1.28 -3.21 -1.97 -4.34 -3.10 -6.65 -5.41 OF28 -2.50 -2.55 -1.27 -3.24 -1.96 -4.37 -3.09 -6.68 -5.40 OF8 -1.87 -1.85 -0.49 -2.54 -1.18 -3.67 -2.31 -5.98 -4.62 OF5 -1.73 -1.66 -0.48 -2.35 -1.17 -3.48 -2.30 -5.79 -4.61 OF2 -1.95 -1.98 -0.41 -2.67 -1.10 -3.80 -2.23 -6.11 -4.54 OF26 -1.51 -1.60 -0.24 -2.29 -0.93 -3.42 -2.06 -5.73 -4.37 OF33 -1.67 -1.76 -0.16 -2.45 -0.85 -3.58 -1.98 -5.89 -4.29 OF18 -1.37 -1.37 0.11 -2.06 -0.58 -3.19 -1.71 -5.50 -4.02 OF12 -1.30 -1.31 0.16 -2.00 -0.53 -3.13 -1.66 -5.44 -3.97 OF32 -1.11 -1.50 0.29 -2.19 -0.40 -3.32 -1.53 -5.63 -3.84 OF34 -0.94 -1.29 0.43 -1.98 -0.26 -3.11 -1.39 -5.42 -3.70 OF21 -0.97 -0.97 0.51 -1.66 -0.18 -2.79 -1.31 -5.10 -3.62 OF4 -0.72 -0.64 0.54 -1.33 -0.15 -2.46 -1.28 -4.77 -3.59 OF15 -0.81 -0.81 0.67 -1.50 -0.02 -2.63 -1.15 -4.94 -3.46 OF6 -0.60 -0.60 0.73 -1.29 0.04 -2.42 -1.09 -4.73 -3.40 OF23 -0.67 -0.68 0.77 -1.37 0.08 -2.50 -1.05 -4.81 -3.36 OF7 -0.44 -0.41 0.87 -1.10 0.18 -2.23 -0.95 -4.54 -3.26 OF36 -0.40 -0.40 1.08 -1.09 0.39 -2.22 -0.74 -4.53 -3.05 OF20 -0.32 -0.32 1.15 -1.01 0.46 -2.14 -0.67 -4.45 -2.98 OF1 -0.11 0.03 1.20 -0.66 0.51 -1.79 -0.62 -4.10 -2.93 OF35 -0.07 -0.42 1.29 -1.11 0.60 -2.24 -0.53 -4.55 -2.84 OF16 0.14 0.14 1.62 -0.55 0.93 -1.68 -0.20 -3.99 -2.51 OF22 0.14 0.14 1.62 -0.55 0.93 -1.68 -0.20 -3.99 -2.51 OF10 0.08 0.00 1.71 -0.69 1.02 -1.82 -0.11 -4.13 -2.42 OF38 0.29 0.29 1.77 -0.40 1.08 -1.53 -0.05 -3.84 -2.36 23 Appendix Table 5:Estimated Geodetic Elevation and Mean Tidal Range Elevations for Monroe County Stormwater OutfaIIs(Top of Pipe), including Future Estimates of Tidal Elevation under the NOAA Intermediate-High Sea-Level Rise Scenario at 2030,2060,and 2100,as sorted by MLLW. Top 1992 2030 2030 2060 2060 2100 2100 Structure ID Elevation 1992 MHHW MLLW MHHW MLLW MHHW MLLW MHHW MLLW (NAVD88) OF24 0.36 0.36 1.77 -0.33 1.08 -1.46 -0.05 -3.77 -2.36 OF17 0.32 0.32 1.80 -0.37 1.11 -1.50 -0.02 -3.81 -2.33 OF14 0.36 0.36 1.84 -0.33 1.15 -1.46 0.02 -3.77 -2.29 OF11 0.21 0.12 1.84 -0.57 1.15 -1.70 0.02 -4.01 -2.29 OF29 0.72 0.69 1.94 0.00 1.25 -1.13 0.12 -3.44 -2.19 OF37 0.47 0.47 1.95 -0.22 1.26 -1.35 0.13 -3.66 -2.18 OF13 0.74 0.73 2.20 0.04 1.51 -1.09 0.38 -3.40 -1.93 OF3 1.08 1.18 2.45 0.49 1.76 -0.64 0.63 -2.95 -1.68 OF25 1.31 1.30 2.78 0.61 2.09 -0.52 0.96 -2.83 -1.35 OF27 1.66 1.60 2.93 0.91 2.24 -0.22 1.11 -2.53 -1.20 24 Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A El Trench Drains[1) A B B c C D D E d E I kill-i11 vil, l I F r.1.,r .,iII7s Blvd F Pa Qae ¢e `d nb C" N Ci in P r(.,4 C9 ult��rcam C•r PN Rambo* ' I R' F. Lj Sources:Esri,.HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H y =.IIarib Ur GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS Jser Community, M icrosat, Monroe 600 300 0 600, County and Stetson University 1j 2 3 1 4 1 S 1b 7 8 Extent Indicator t* Stormwater Inventory & Resilience Modeling H`u NOAA R/C-S-65 Grant STETSON Baseline N�/ " Conducted: Se- Gr at 1 �1 � f �-`� CL ARVIEW w page 1 of 30 2018 Florida "" GEGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[74] A M> Manholes[32] Trench Drains[2] B B jS e Summerk ind RW sa c c !gig PIW d all ahla Int.. d D D ?'Ja prove Ln Lake Garden Cow E e orth End I _ E y N E L = E �.tY?f,l Rd TJ In Rd Y p) ` F a Mai Ea re Ur G P'' Key G jU argo N L{ urces:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Ge.a.se, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), I r r• i[+i swisstopo, ©Ope StreetMap contrihu ors, and the GIS User Community, Nficrosoft, Monroe 600 300 0 600'R I County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant ° STETSON Baseline I Conducted. �l�[l��hd]it 1 ' CL ARVIEW Page 2 of 30 2018 Florida IWI GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure �� Inundatation Status bonila Ave c A ❑® Trench Drains[8] M any A O� B wen D B B Rya Ave AF (neb Ave n` Lee Ave d C 1 k„-,1 ;, s C e� �f �n Na 13 D D .�j y+� a lg J� C! E E F F u` 11 n:e�,tw B G G n WF. H Sources:Esri,HER:,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka aster NL, Orcinan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant � / �-�°�, STETSON Baseline r�` Conducted: ��I��]l , 1 'e �r CL ARVIEW Page 3 of 30 2018 Florida I GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inunclat tion Status A Trench Drains[9] A B B c Cr [a L; D D Eat)q 7 < Snapper AarE E SF P.a", Ave: -wa Iml Ave IF Of f 03 Ill me St G z G Y T7IIIIftG St"I stuna N W+E C3 I St H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,i S GeoBase, IGN, Ka aster i Ordnande Survey, Esr[ Jaran, METI, Esn China (Hong Kong), isslopo, 0 OperStreeti contril and the GIS Jser Community, i Monroe 2 600 300 0 600, County and Stetson University 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant Sea(jr V i"ME. STETSON Baseline Conducted: CLKARVIEW Page 4 of 30 2018 Florida GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Di Inundatation Status �M~*npMn ton f"':iltti A K1 Catch Basins[11] y Largo A ® Trench Drains[7] in, Dr �i• 1.1a1hog:,rrr i B L.lgnum Vitic DI S B Gumbo Lutslxr Dr ` o G� r� C Ci t !L Cr +nl I1 3 17.17: ul Ath 1 D a L D n G ^son I'd Samson R f E th L 11W E *A Ir /ArIbly Fs F G G N R'�E L{ Sources:Esri,HER ,Ga&"iri',Iniermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H 8 Geogase, IGN, Ka aster;$Il.,,Ordnan a Survey, Esri JaF an, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contrihu ors,. and the GIS User Community, rlicrosoff, Monroe 600 300 1 0 600' County and Stetson University 1 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 1 / �°�, STETSON Baseline GIIIt Conducted: CL ARVIEW : :.;,� Page 5of3o 2018 Florida � � GEGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992-2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[5] A ® Trench Drains[9] B B C C D ® D Q IQ 're nLP C A, nue C E Er: Avenue E E ❑� Vd Au nie A L I I A e nut!A 2rd Ct u F F G t G N WE `f L{ Sources:Esri,'H� Garmhr;Iniermap increment P Corp. CO,USES,F O,NPS,NRCAN,SGeoBase, IGN Kster N�, Ordnan aSurvey, EsriMEYI, Esri Ch a (Hong Kong), swisstopo, © Opetreetl contrihu ors and the GIS ser Community, icrosoft, Monroe 600 300 0 600' County and Stetsoniversii 1 —2 —r 3 1 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �� STETSON Baseline (� Conducted: IJim u �I�dlltle C ARVIEW 7; ,000 Page 6 of 30 12018 Florida GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status "%ter 4 A K1 Catch Basins[38] %. A v {, ® Trench Drains[10] rig t7t ��'' rr�I �i G a, 8 Kev Larao P rk Ci � yfr� +. C !y �� c o D A D O Q u E E r'� ��lear�t~r Ii r- i _ ��hfe�ItF.r I"f F ?106 ,•� /44port 7 F �eI r, r -: G � �� G d L{ ey � ,i. Sources:Esri,HER:,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S ,�r'* ;��`� GeoSase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 .,300 ID k,, t_.w r 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling A° NOAA RIC-S-65 Grant V � STETSON Baseline - Conducted: ��(� �ll��llt, ' CL ARVIEW rj' Page 7 of 30 2018 F1061a I GEOGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure rti Inundatation Status A IS Trench Drains[12] A Ave; B Thompson Fast Eli F:tiII . r•. B tauter irl C.o ra I D r 1] o� c C y o D Oc all jy D i ®a, :' ii r ® ..... ... ='I120 E E ® L;rrlaic, YI F — F c v v G G N W+E L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,F O,NPS,NRCAN, H S Geo6ase, IGN, Ka aster NL, Ordnan a Survey, Esri J. n, Mi I=sri China (Hong Kong), po,swissto Q Ope StreetMap contrihu ors, and the GIS ser Community, Ificrosoft, Monroe 600 300 0 600, County and Stetson University 1 j 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant STETSON Baseline Conducted: 1/utfD r CL ARVIEW Page 8 of 30 2018 PDrlde GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 a Stormwater Infrastructure Inundatation Status A Trench Drains[2] ellcan A Key Ln B B c C D D E E e a� J F .;asPa I i11.1 D G C` d G c� Pr r l CC 'V y +n ii'+F. .r... . L{ Sources:EsrP,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S Ge.Bese, IGN. Ka aster NL,1'6rdnan(ASurvey, Esri Ja• n, METI, Esn China (Hong Kong), po, (1).issto Ope StreetMap c�.trittu ors,Vi and'the GIS r Community, Microsoft, Monroe 600 300 0 600' County and Stetson university ' 1 2 3 4 5 6 7 S Extent indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 10 ` STETSON Baseline Conducted: r' ] ; , CL ARVIEW Page 9 of 30 2018 Florida � GEOGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A Catch Basins[10] w``�� A M) Manholes[6] or s' a El Trench Drains[3] j+7 ✓t' B E), t c ?; C � fl ell D � D Sunset Points Bay iI N A✓+ Ir Av 0 `ds aG G O G o�Jr t� �N A , �1 F. L{ Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S '^' GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, ® Ope StreetMap contrihu ors,. and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 1 5 6 7 S Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant Baseline '° STETSON Conducted: V700 CL ARVIEW w Page 10 of 3012018 Florlde GEGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A ❑a Trench Drains[5] A B B c ems"` C �4 ft O �? A D D S U E E Carr ibt Dr hr� q <`0 a° F F m r1 c rL.to[Ct� G G 5� St rf,5h Ln N W F. H %lirces:i=sri,HE ,G min,Intermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H S GeoBase, IGN, as r NL, Ordnan a Survey, Esri Je n, METI, Esri China (Hong Kong), swisstopo, © Opp Streetidap contrihu ors, and the GIS User Community, icros'>�, Monroe 600 300 0 600' ou[tfy,and Stets�hn UniversityElm M fi 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling * NOAA RIC-S-65 Grant Baseline '° STETSON Conducted. �I�dl1t ' CL ARVIEW Page 11 of 3012018 Florida IWMW GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure 5t rtish Lr, Inundatation Status A - Catch Basins[25] A ® Trench Drains[11 nt�rove Ln (lean L r� S' B B r� a ("rlf aril r Cr � K c Arbor n C (;irrIon St. 3 `v x w D � 4 D L i Iirl1 RdO � *. -�i r„p• t,' ...,.IrH ^,d d t � E � a vie� ? Y E S .fl✓. F i� av rnier h4i r the Ave Ir N G G F J� �e , R'`'-�/� E �e H J Y �� Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, H 5 A.i'.�;71.Ic G,._ GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esn China (Hong Kong), swisstopo, Q Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 60a t 300 0 600, County and Stetson University 1 2 3 4 5 61 7 8 Extent indicator jStormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 4 V 14mi- STETSON Baseline ( Conducted: �)�d�lid]l , 1 f CL ARVIEW Page 12 of 3012018 Florida GEGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatatlon Status A ® Trench drains[41 A B B c C D D Conch yl E �k E 4� F _ �y F G G n H R+ I Sources:Esri,HER; Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NiH S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 1 0 1 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant Al STETSON Baseline Conducted. � , [�l�dilt CARVIEw rn Page 13 of 3012018 Florida w GEOGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 a Stormwater Infrastructure Inunclatation Status (D Injection Wells[2] A A 13 Trench Drains[1] tawkS V B V, B N c C O fia I'a tr a D ti D ro E E 'N4 F Duck Kev F r. G Cr N H + Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEi USGS,FA0,NIPS,NRCAN, S GeoBase, IGN, Ka aster Ni Ordnande Survey, Esrt Jai METI, Esn China (Hong Kong), swisstopci, 0 OperStreetMap contribuors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON Baseline Conducted: SW eNnt GE GRAPHIC CLKARVIEW Page 14 of 3012018 Florida Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inunclatation Status A - Catch Basins[2] Pinewo d L A Injection Wells 131 18th n Palm B All intis Clr B � c lJ� J 191h q C r= ollench Dr G� HibISCILS Car i c J C in I Fd,',ir; .F5.1 rn, D D Hu nurn_c F Dr Avers 3 t f L" r J I'1'f11a 11 A{ , CI�. F E E L _F ',ic ,PineKe Big Pint F Avenue 5 OverseaswH y,.n Ave nu G I.•,. G 2 , N R�F. H Sources:Esri,HER ,G.armin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Geosase, IGN, Ka aster NIL, Ordnan a Survey, Esri JaTan, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monrae 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator JStormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant / 1� STETSON Baseline Ir6 1t Conducted: a i,r� nt fqp� CL ARVIEW 2018 Florida GEOGRAPHIC Page 15 of 3fl Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 1 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[3] cal Trader K ■ Outfalls(2010 MHHW)[1] A QQ Injection Wells[2] rr ringtime Nd Outfalls[1] rostrr,r t R<t g �. B �mey End R" Grinka !=t III. Ave _ ^� F C c sMutionAve Henry L n y i g Ov tseas-Hwy t d D ne (,hannel R = C Angelfrsh d cc E — Y E r � P m E x M Ll r�7 F F Newfounrj Elvd rur�I, I G G N R'+E L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NPS,NRGAN, H 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ©Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 1 6 1 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant '° STETSON Baseline Ilk Conducted: �)hd]lt, 1 f1111h CL ARVIEW 9Page 16013012018 Florida I� GEOGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A = Catch Basins[5] A Q+ Injection Wells[2] B B c c D ~�� _?_�Clvcrs asraNwy D firrtry tit E E F F G Cn n W' F. LJ Sources:Esri,HERE Garmin,Intermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, L{ S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja an, METI, Esri China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS User Community, rlicroscft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant V � STETSON Baseline Conducted: �� UIIIti7oofCL ARVIEW ` Page 17 of 30 2018 Florida ' GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure L�tucnbear I ri Inundatation Status A Catch Basins 11] It Q Outfalls(1992 MLl[1] A ® Outfalls[1] T,I r ©D Ouffalls(1992 MHHWt)[1] 0 Ouffalls(2010 MLl[1] °�arl6r•h n ® Outfalls(2010 MHHWW)[11 Ali B B Sumin=l F P it Royal Li I C.�3 lof-on L jvj I,r n L I �!1 C C D D ItL_. err, a C, r E )ir E tY C `ytl J• Il.i:,a.ur:Lr r, t Ar F F Iiii •;rr; Lin �ttk CIr G ,' G J n :\ J L 9�7 � H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S Geo6ase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 —0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator IjStormwater Inventory & Resilience Modeling A° NOAA RIC-S-65 Grant � / m"A STETSON Baseline i� ram,` + Conducted: I��'f� UI�d]ll, 1 ' CL ARVIEW Page 18 of 302018 Florida w GEGRAPHIC �,•,, Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992-2010 Sea Level 1 2 3 4 5 -6 7 8 Stormwater Infrastructure Inunclat tion Status A Trench Drains[10] A 5.0"'.4 4 0, 0'j eYse B B 1st Ave c C Ill n. D D 51 h A,, r3 In Ave 0�1 A,- 71h Ave 1A 8 111 Ave Y I IF F G G IN W+ Sources:Esm,HER:,Garmin,ini increment P Corp.,GEBCO,USGS,FA 0,NIPS,NRCAN, S GeoBase, IGN, Ka aster NIL, Ordn-n e Survey, Esrt Ja ran, METI, Esn China (Hong Kong), swissiopo, 0 OperStreetMap oniirbuj ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 100i M 1 3 4 5 6 7 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant SV ea,jr 14m"Al STETSON Baseline do Conducted: CLKARVIEW Page 19 of 3012018 Florida GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inunclatation Status A - Catch Basins[1] A Q Injection Wells[1] B � B ti tiSr cv, c t D D E �. E 3 F F G G N w+F H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri JaTan, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsaft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator ° Stormwater Inventory & Resilience Modeling a NOAA RIG-S-65 Grant �� STETSON Baseline 7 Conducted: ea (Jr CARVIEw 9 e'v Page 20 of 30 2018 Florida GE GRAPHIC ��,z;� .,a Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[8] ❑D Outfalls(1992 MHHW)[1] A O+ Injection Wells[4] Outfalls(2010 MHHW)[1] Outfalls[1] B B C C D D big — uto Co PPItt = � r t Key 7 a =,1r E w (`-'at E - -''t', 00001 F w;rt ro E tc v.51 F Avenue% � I G e Ave G '4 N VP+E L{ Sources:Esri,HER:,Garmin,Intermap increment P Gozp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoQase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esrt China (Hong Kong), swisstopo, ® Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator JStormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant �'� STETSON Baseline I( Conducted: a l)�"dllt, 1 ,, CL ARVIEW Page 21 of 30 2018 Florida gy GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A = Catch Basins[2] Ouffalls(1992 MHHV1O[2] A © Outfalls[2] D Outfalls(2010 MHHVV)[2] B B c c =a Q F I f.h it,,- l D D U iria L n i u-;rrtA D r PS E E a] f� F F A. G ,h , G h 'A' F. I-I Sources:Esn,HER �Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NP$,NFirCAN, H S GeoBase, IGN, Ka aster AL, Ordnan a Survey, Esri Ja n, METI, Esri Ch _ .(Ffong Kong), swisstopo, © Oper StreetMap contribu ors, and the GIS Jser Community,Ricrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling NOAA RIC-S-65 Granter STETSON Baseline Conducted: 61, ll ' CL ARVIEW r � 9 Page 22 of 3012018 Florida 1,W1 GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inunclatation Status A = Catch Basins[2] A Q Injection Wells[1] B B c c D D b Cry" E E an �n C a J r'3 F F G - G N R F, H Sources:Esri,HER; Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, L{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esn China (Hong Kong), swisstopo, O Ope StreetMap contribu ors,. and the GIS Jser Community, l Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant �-°� STETSON Baseline Conducted. � [� ljl�dllt, 1 ' w GE G A[PHc Page 23 of 3012018 Florida Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A = Catch Basins[40] Q Outfalls(1992 Mi[4] A ❑D Outfalls[6] 7D Outfalls(1992 MHHVV)[4] Outfalls(2010 MLLVV)[4] Outfalls(2010 MHHVU)[4] B B 2. C c D D 4 ,on ey E E am F _ �' — F IN Rik R+ G y G tt n C i I-I Sources:Esn,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster AL, Ordnan a Survey, Esri Ja an, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contrib., rs,. and the GIS User Community, icrosoR, M7..?S,.,, 600 300 0 1 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant ! �� STETSON Baseline ram,` - Conducted: S�aGI" Ilt f wr WI GEG C�KARVIEW r"LL Page 24 of 3012018 Florida Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A = Catch Basins[14] Q Outfalls(1992 MLLW)[2] A Ma Manholes[5] © Outfalls(1992 MHHVV)[3] Outfalls[4] ©D Outfalls(2010 MLLW)[2] Outfalls(2010 MHHVU)[3] B ❑O B W rn) C C D D E �� E c� F FIR Pe n rnuha A-W p' F G ® G N R F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp. GEBCO,USGS,FAO,NIPS,NRCAN, L{ S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja, n, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS�ser Community, M icroscft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a" NOAA R/C-S-65 Grant a , � �-�°� STETSON�,d Conducted. � � 1t �I ' �0 R CL ARVIEW Page 25 of 3012018 Florida GEOGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inunclatation Status A Catch Basins[58] FD� Outfalls(1992 MHHW)[2] A Q Injection Wells[1] ® Outfalls(2010 MHHW)[2] M) Manholes(10] 1' h w u.. voM Club ❑D Outfalls[2] B B f 0Y Ise Laure e ci ... _ C A ® Ave {� tl3a Ma �r,vb�vr G0 p51 . �T°.i; Id rl� s\ �� 1st Ave 5 M Is .,. __ r�l D 0J.A e 1 n1p4at - a J 0 A.P E - 'd Awe E it fi�F1'rt f n 1! N, iz� 7Ih Ave F 91111 n, F d, `,*AAA W 10th Avc G ^� 11 Ih Ave © 12th A. _ N V1' E H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esn Ja n, METI, Esn China (Hong Kong), swisstopo, ©Ope StreetMap cor ihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant � / �-�� STETSON Baseline r� - Conducted: �� (] (J]"c�]lt, GEG C�KARVIEW Page 26 of 3012018 Flotila Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992-2010 Sea Level 1 2 3 4 5 6 7 8 7 ,ry,t Stormwater Infrastructure Inundatation Status A - Catch Basins[16] Q Outfalls(1992 MLLW)[7] A Outfalls 131 ©D Outfalls(1992 MHHW)[21 I] Outfalls(2010 MLLW)[i] Outfalls(2010 MHHW)[31 B — B — n It mbar, Island C C D D E E F F G G N W E ,,eytvund M H SourcaVWI,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 GeoBasiqntlN, K -#ter NIL, Ordnan a Survey, Esri Jar an, METI, Esri China (Hong Kong), 5s�4opo, ® Opia teetMap contribU ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 1 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant '° STETSON Baseline �ntfD Conducted: � CL ARVIEW ry LL page 27 of 3012018 PDride GE GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure 1, meter+°"' Inundatation Status C.,n,i:. A -Ei Catch Basins[25] k - © Outfalls(1992 MLLW)[1] A M) Manholes[71 Outfalls(1992 MHHW)[1) ® Out-falls[2] ■ Outfalls(2010 MLLW)[1] ■ Outfalls(2010 MHHW)[1] B B I 4.-t at�E t a �AqW,PJe C it,w '? C h+ c j FS�ltitfJ o,�I... �R I' D E rule E r„ CiHim3 a 1, F r6 C7 F Airpu Eud: F GcWernme r t Rd G Cn r, r p.0 N NilE H Sources:Esri,HER ,,Garmin,Iniermap increment P Corp. GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, ME17, Esri China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 1 2 3 4 1 5 1 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIGS-65 Grant '""� STETSONBaseline Conducted: SV ��l�dllt �I ' r - € CL ARVIEW ,�,., oPage 28 of 30 2018 florla GE&GRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A Catch Basins[33] r,_, ri F, ❑D Outfalls(1992 MHHW)[6] A QQ Injection Wells[12] Q Outfalls(2010 MLLW)[2] M Manholes[10] © Outfalls(2010 MHHW)[7] © Outfalls[12] D 0111 'r: '� at F{o d �� pSe�E;11 ^,r 4 �LU 77 r E = E F ., F aSr a ' NN Atlan Shores �`—F. - _ - GEBCO,USGS,F O,NPS,NRCAN,I-I JJJ Sources:Esri,HER Garmin,Intermap increment P Carp„ L{'. S Geo Base. IGN, Ka aster NIL, Orcinan a Survey, Esn Japan, METI, Esri China (Hong Kong), swisstopc, © Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 4 V AlSTETSON Baseline - Conducted: �[�(J alit, � � CL ARVIEW f Page 29 of 3012018 Florida 1, GEOGRAPHIC Map Series 1: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Existing Tidal Flooding, 1992—2010 Sea Level 1 2 3 4 5 6 7 8 Stormwater Infrastructure E Inundatation Status A - Catch Basins[18] © Outfalls(1992 MHHW)[21 A Q Injection Wells[131 ®D Outfalls(2010 MHHVV)[41 ❑D Outfalls[5] B B , C C rrrr.7 A D D kv t�. E y` d .. E 1 t y 14 n H -, Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS-`t�ktcaN, H.. S ---- GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METL. Esri Ch a (Hong Kong), swisstopo, 0 Ope StreetMap contribu ors, and the GIS ser Community, icroso8. Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 4 V �� STETSON Baseline Conducted: �d ill dl1t, 1� CL ARVIEW Page 30 of 3012018 florltla V700GE GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A la Trench Drains[1] A B B c c D D E E F r.Ij . ilhs Blvd F C" Pd u r Cn a •fin A E HI Sources:Esn,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, I-{ g Attantir Gr GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn JaFan, METI, Esn China (Hong Kong), swisstopo, @ Ope StreetMap contribu ors, and the GIS User Community, rlicrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant M 2030 study STETSON S rIlt '�° ' � Conducted: CARVIEW Page 1 of 30 2018 Florida `N,,,a GEOGRAPHIC GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory "':ndatation Status A - Catch Basins[74] A 0 Manholes[32] 9 Trench Drains[2] B B c n Summerl Ind RW w C C I't sahla nd d D D Vaca Rd r.i, prGve Ln Lakr E m E 4 d '1h L I n.l ,tin: F.4 IS �nr i 1 Y p) n P _ HIP ~ F v, 5 re A I ,• G P'' Key G 1Z 0' arg0 N L{ urces:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, Lt 5 Geo6ase, IGN, Ka aster NL, Ordnan a Survey, Esri A n, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contrihu ors, and the GIS ser Community, icrosoft, Monroe 6o0 300 i o 61, County and Stetson University 1 2 3 4 5 6 7 S Extent Indicator Stormwater Inventory & Resilience Modeling r, NrJAA R/G-S-65 Grant �aM 2030 Study tID V STETSON Conducted: 1lLilL. C�ARVIEW 2018 w ,� GE .GRAPHIC Page 2 of 30 Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low i and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status I A.r_ o� A p Trench Drains[8] a6°y A O F ..nD B B Rya Ave U® E �p�.^ J" 4 C I ` Kiry Av _ C e� rSf a 113 ' Lan or D D .�j a lg a° O E E Avenr A F r: H G _ G D M N R++E H � Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GE9CO3 USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Je n, METI, Esn China (Hong Kong), .isstopo, ©Ope StreetMap contribu ors, and the GIS User Community, rlicrosoft, Monroe 600 300 1 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 2000 study � STETSON Conducted: 1lLill 1 R CARVIEW Page 3 of 30 Florida 2018 "� GE 3.GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[9] ® Trench Drains(MHHVV)[1] A B B C. C. CA U 41 r3r, J Tf a c Jewflsh Aw, 0 < snapper Ave E Gir E Y sE r�arun A i L n ryi� Transyly rlra Ave ry CD �i 4 n 41 G z a = G r C W = S and N r� -anal St W�E Sswources:Esri,HER , armin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H OeLOGeoBse, IGN Ka astr N , rdnan a Survey, Esrf ia n, METI, Esn China (Hong Kong), iopo ® pe StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 _ 600, County and Stetson University 1 2 3 4 5 6 7 1 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant " STETSON 2030 Study t V§00W/ Conducted: � ll�ill I w' CL ARVIEW Page 4 of 302018 FloridaGEGRAPHIC Map Series 2: Monroe County Storinwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low and 2030 High(10") Sea-Level Rise 1 2 3 4 5 —6 7 1 8 Storni Inventory Inundatation Status Wmi ton A __ Catch Basins[11] 1,,"Largo Trench Drains(MHHM[I] A E3 Trench Drains[7] B C C 7 CIL D .li L D 7 E Samson i Samson R I th 1_4 I E /eA F Ai s F 0 G N H W+ Sources:i HER Intermap increment P Corp.,GEBCO,i FA 0,1 NRCAN, H S i IGN, Ka Jastetr_*11ji 0i Survey, Esri Jaf an, Mi Esn China (Hong Kong), swissi 0 Oper Streeti contribu ors, and the GIS User Community, icrosoft, Monroe 600 300 0 600' County and Stetson University 2 3 4 7— 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 104 wk--N STETSON 2030 Study Conducted: C�KARVIEW Page 5 If 30 12018 Florida ,iV GEOGRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[5] A El Trench Drains[9] B B c C D ® D 0 1'AvlA,,,'enL Clur aIt I 2rd Ct c F F ill�iwtc,od A 0 G l G N Jr° M R�E LI Sources:Esri,'FYt ,Garmhi Iniermap increment P Corp. CO,USES,F O,NPS,NROAN, H S Geogase, IGN, K aster Nb, Or, a Survey, Esri Ja METI, Esn China (Hong Kong), swisstopo, © Ope treetMep contrihu ors, and the GIS ser Community, rlicrosoft, Monroe 600 300 1 1 600' County and Stetso riversly A 1 2 3 4 5 6 If 1 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling N©AA R/C-S-65 Grant M STETSON 2030 Study ,. Conducted: runt 9' �'.� \' f CLWVIEW 9 Page 6 of 30 12018 Florida GE GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[38] 24 A © Trench Drains[101 A B nr a� B 10 , Key Largo 4 P ark IF Crr� Q 5 c v. �n D o D Rn , h1`Irt�nll,i St E E u 3G FII;"I{fF, I^r F "a I �a`� p14AWort c �' �, G ® i Ave N A+ E \2" 4 I.{ t + Sources:Esh,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S �� GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri ,Fa n, METI, Esri China (Hong Kong), swisstopo, ®Oper StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 '�0300 U H, 1 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator j Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant u" STETSON 2030 Study t Conducted: r' t I ' w. CL ARVIEW Y" Page 7 of 302018 GE GRAPHIC Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 d 5 6 7 8 F'a l A Stormwater Inventory `" Inundatation Status q p Trench Drains[12] / q At antic:Avt' c E3.ih;3ma Aue a Thompson East Dr ra��,�., B o� Seagate BIti 3 C C 64 q U — o D D I,� r Em =`I01 E E St fP,'.S Or F F c G Cn N W+E L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NIPS,Ni �{ s GeoBase, IGN, Ka aster Ni Ordnan a Survey, Esri ,Fe n, 1i Esri China (Hong Kong), swisstopo, ©Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 1 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator �j Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 4�. 2030 Study STETSON Conducted: W mflt 9 CARVIEW 1 w � GE GRAPHIC Page 8 of 30 2018 Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[2] elican A Key F;c un f L r: B B C C D D LW E E F y � tr��s=' � ` P 3a5po Ila Cif 04 G C` �� G 1;� N fiC> .i�'�J c:}s ��r� _ S L{ Sources:Esri,FIER armin,InJlermap incremen£;F Corp.,GEBCo,USGS,F O,NPS,NRCAN, H 5 GeoBase, IGN, aster N 6rdnan &,Survey, Fgri J n, METI, Esn Ch a (Hong Kong), swisstopo, © Stree cf�tribu ors.'a.nd 16 GIS r Community, icrosoft, Monroe 600 300 0 600' County and storson Univ sity 1 2 3 4 5 6 7 S Extent indicator apt Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �- 2030 Study ` STETSON Conducted: r'�p ll N CARVIEW Page 9 of 30 g 2018 Florida VOW, GE - GRAPHIC �' Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[10] w``� A 0 Manholes[6] c` 0 Trench Drains[3] S. y A 2`3i o'tr� l B i_ s t C C -f 5 fl D D Sunset Poiriir r r E E Norlh r F q qye F y� r s 0 ty — �L Ca O G Cr )i 49 Iv Ise H � �E � Sources:Esri,HER ,Garmin,Iniermap increment P Corp.�ser GEBCO,USGS,F O,NIPS,NRCAN, H s P Geo6ase, IGN, Ka aster i Ordnande Survey, Esri An, METI, Esri China (Hang Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS Community, Microsoft, Monroe 600 3 0 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 4�. 2030 Study t ` STETSON Conducted: �` L, 11 w CARVIEW w � GE GRAPHIC 7:. +000 m Page 10 0130 2018 Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[5] A B B C ems` C �4 ft p I D D l®l E of is ` E T a� F F m rr c wN„I I G ;� G 51 Starfr_.h Ln N R�E L{ '''' §W' L':�sri,HE ,G trihu ors,min,Iniermap increment P Corp.,GEBCO,USGS,RAC,,-' NRCAN, H S GeoBase, IGN, as r NIL, Ordnan a Survey, Esrt Je n, METI, Esri China (Hong Kong), swisstopo, (D O St tMap con and the GIS ser Community, icrosdtt, Monroe 600 300 0 600' oufty,and Stetsfn Un ersity J 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling ' NOAA R/C-S-65 Grant 2030 Study " �° STETSON Conducted: r'�t fD CARVIEW Page 11 of 30 9 2018 Florida 400 GE'-1 GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory 5t mash Lr, Inundatation Status A - Catch Basins[25] A ® Trench Drains[1] h mii L aViean .n B r� C7le„rir IF Cr K C F,rt:, r n C .`v 3 m x EI -Cr A w D ` w D L „ FAD , 0" car, E �� ' E t4 Ear AT F F ;-A' av rmer Nb r nne Ave E V+ F 1�� \�` �� G N3 H gr.t Rtl t� ``4 Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S - t�.,- Geo6ase, IGN, Ka aster NIL, Ordnande Survey, Esh Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contrihu ors, and the GIS User Community, rlicrosoft, Monroe 60 300 01 600' County and Stetson University 1 2 3 4 5 61 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling NCIAA R/C-S-65 Grant 2030 Study STETSON Conducted: 1lLill 1 f CARVIEW 9 2018 Florida w GE_" GRAPHIC Page 12 of 30 Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Trench Drains[4] (3 Trench Drains(l[1) A B B C C D D r Conch E E „gyp IF 09l g t]'J P. ,yam' t G G •is i� N It..,.. �r F H I Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka Jaster NIL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, 0 Oper StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NrJAA R/C-S-65 Grant( _( /n+ STETSON Con Study Sea Ulm- t Conducted: `�� GEG C�KARVIEW rn 9 Page 13 of 30 2018 Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 0 Stormwater Inventory r `� s Qr Inundatation Status A Q Injection Wells[2] `,� A ® Trench Drains[1] s t tawk�.cayE,�,<5 B B 'vA" C ` 154:`-' C O t.U41% -y. Fiartt*ea 4 c v, D D 71. Krug !o n�7t rw E E �'S' LLI E ,n "FNvreNJ CI F Duck Frey F �7v G G N W�E L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, F{ 5 Geoaase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant1'0 �- 2030 Study `q STETSON Conducted: e*lnt IR CL ARVIEW Page 14 of 3012018 S Florida I GE GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status Catch Basins 2 A — j Pinrtiva(d L;: A +Q Injection Wells 131 '9th Palm [.��r B Ali B J J - _ g allench Dr <( C) 1 Hibiscw rai i C A J C Av. nut! I Ed,,,irc F)J D D K)ii * cli Dr ,. _ A ri N�fhalr F E T E Y Ave•L,- ' dy c ^ Av r a r cr Aveme ffi -'rtavhound- `L F ig Pine Ke Urg F Ave nuw r, Ovarseas"H y Ave nu t G I.•,. G N w�s L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Je n, METI, Esn China (Hong Kong), swissTopo, 0 Oper StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 S Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 10 4�. 2030 Study STETSON Conducted: 1ut f0CARVIEW Page 15 of 30 2018 Florida Vdv.' GE - GRAPHIC �:•;, Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 •Ir.lCr_IUI( . ., Stormwater Inventory Inundatation Status A - Catch Basins[3] plcal Fr,; • t Jz< ❑D Outfalls(MHHW)[1] A rr iQ Injection Wells[2] pringtime Nd °�— Outfalls[1] 6 Rd _ v �} 13 a. v un�ryd Lnd RJ _ ti Drinka Ct iG C. C raitutionAve Henry L n - Ov rseas=Hwya+► t D D Reest Angelfish d c LU i Cr H j w ti c o E Z _ _ J G � E x m a U F F Newfo ulrl Elvd .oral Ii l G G N �E L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRGAN, H 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esn Ch a (Hong Kong), swisstopo, © Ope StreetMap contrihu ors, and the GIS ser Community, icrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant N 2030 Study t STETSON Conducted: r` t 1 " CARVIEW Page 16 of 30 Flori+le 2018 GE:� GRAPHIC Y�' Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[5] A tD Injection Wells[2] B B C C D 1_�1111111movcrs aswHwy D fYc^t,ry Sr - E E F F G G N I-{ Sources:Esri rmnrtermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, erNS GeoBase. IGN, Ka ta Ordnan aChina F{' Survey, Esri ,Ye n, METI, Esn Ch a (Hong Kong), swisstopo. U Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling r, NrJAA R/C-S-65 Grant SV ,��-�„ 2030 Study STETSON Conducted: �a�I IIt CL ARVIEW ` Page 17 of 30 2018 Florida GEGRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low i and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Blackbear Ln Inundatation Status A - Catch Basins[1] LArGlrtee Ln L'Ja ha a Ln 10 Outfalls(MLLW)[1] A FD_1 Outfalls[1] - Outralls(MHHW)[1] Tarpon n f Sailfish L n 41;' L,. B B Summer Pi it k.,al Li Lorg Ben L C C D D A bi P15, A E c /fry/ E �Y v'c tiavrkin✓Lr�' ' F / F Jo hn Avery Ln .alca G c V �`�' G c w H + Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Es" Alan, METI, Esn China (Hong Kong), swisstopo, ©Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ��- 2000 study STETSON s Conducted: 1lLill 1 p � CARVIEW Page 18 of 3012018 Florida I GE:1.GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A 0 Trench Drains[10] A a.Q h�Yr 000000 O ' BC B W 1st Ave u rt A'je' c '` C n 2 1 Ave rah " 0 Ill n. D D 51h Ave IN A A» 81h Ave ^; ® rl E E 71h Ave 1A AlA 8th Ave Y' F ❑® F .l 5tiNv' ci G G N wE L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Geo6ase, IGN, Ka aster NIL, Ordnan a Survey, Esri JaTan, METI, Esri China (Hong Kong), swisstopo, 0 Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling a" NOAA R/C-S-65 Grant '°u" STETSON 2030 Study do 9 Conducted: 1lLill' 1 p � CL ARVIEW � , GE GRAPHIC Page 19°f 3012018 Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inunclatation Status [A - Catch Basins[1] A Injection Wells[1] B B C� CVO C dr NW ,fit P�*A D D E E ac F F G G ............. N R'+E y Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri JaFan, METI, Esri China (Hong Kong), swisstopo, ® Ope StreetMap contrihu ors, and the GIS User Community, icrosoft, Monroe 600 300 0 600, County and Stetson University 1 1 2 3 4 1 5 1 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°; STETSON 2030 Study r'�pt f GE_� Conducted: CDARVIEHI Page 20 of 30 2018 Florida GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 1 8 Stormwater Inventory Inundatation Status A Catch Basins[8] ❑D OUtfalls(MHHW)[1] A Q Injection Wells[4] ■ Catch Basins(MHHW)[2] Outfalls[1] B B C C D L D A IiYll L Q00i __ CL a _. E w !I E 0 "se�L� �' F Avenue% Y G e Ave G N W�E L{ Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 GeoBase, IGN, Ka aster NL, Ordnande Survey, Esri Jaran, METI, Esri China (Hong Kong), .isstopo, ©Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator JStormwater Inventory & Resilience Modeling r� NOAA R/C-S-65 Grant ,��-�,, 2030 Study tleVSTETSON Conducted: r' tCLWVIEW Page 21 of 30 • ` 9 2018 Florida 40/1 GEOGRAPHIC Y"" Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[2] Q Outfalls(MLLV)[2] A Outfalls[2] Q Outfalls(MHHVV)[2] B 6 C C D- F I f.{'.tit: n D - D Da i Ln E E L. F F AvCnL G Shor G H 11+F Sources:Esri,HER;,Garmi P,Intermap increment P Corp.,GEBCO,USGS,FAO,NP +ntccAN, H S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri da n, METI, Esri ChirpcObng Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS iser Cornrnun)ty.41icroscft, Monroe 600 300 1 0 600' County and Stetson University - 1 2 3 4 5 6 7 i 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant , 2030 Study t 4'.WN STETSON Conducted: lllilL. 1 ' CL ARVIEW 9 Page 22 of 3012018 Florida GEGRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[2] A Injection Wells[1] B 9J1 B c c D c t) c D a 01 E E v, C a J r'3 rl �1 F 5a` t- y F r G - G 9Jt Geiger Kip N w+E H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCQ,USGS,FAO,NPS,NRCAN, L{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri AT n, METI, Esri China (Hong Kong), swisstopo, O Oper StreetMap contribu ors, and the GIS Jser Community, Nlicroscft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator JStormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �Q- 2030 Study � STETSON Conducted: lent 1 f � CL ARVIEW 9 Page 23 of 3012018 FIDrida GE GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[40] Q Outfalls(MLLW)[4] A Outfalls[6] Outralls(MHHW)[4] B B C C D D E 'ar��s E r z f F F Ab ®— y a Ott C+ N c W H 1 Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), County o,d�Ope+StrreeetM p contrih nit rs, and the GIS User Commuy, icrosoft,cM 600 300 0 600on� 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 2030 Study t ,-. STETSON Conducted: 1lLilL, 1 �' CL ARVIEW Page 24 of 302018 GEOGRAPHIC Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[14] []D Outfalls(MLLV)[3] A v) Manholes[5] H Outfalls(MHHVV)[3] © Outfalls[4] I3 B r- C C D D u J: E SLR M� E T u� 1= 1� ReniiS03 F G ® G N R F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp. GEBCO,USGS,F O,NIPS,NRCAN, L{ S GeoBase, IGN, Ka aster NL, Ordnan a survey, Esn Ja, n, METI, Esn China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS ser Community, IN licroscft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 2030 Study I r STETSON Conducted: � � clllt, 1 (00 CL ARVIEW ` Page 25 of 30 2018 Fotlda GE GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory " Inundatation Status A - Catch Basins[58] (] Outfalls(I) A +Q Injection Wells 11] M� Manholes[10] s' u i�'J Outfalls[2] B B wV t]��ise C'o Laurel Me C ttt•>3� A Rd� ruv q+�rCoRIdAve C WAYe ,s ttia•. Y n �n 1st.Ave 5M J,�I Ave W A e 2i - � 3r;t A,e P s� tee. E ��A�,e E �r 7th Avd F rr F A_ IWI .. G I1 it)A, 1�rhti:� N lY+E L{ Sources:Esri,HER ,Garmin,Intermap increment P Gorp.,GEBCO,USGS,F O,NPS,NRCAN, H 5 Geo6ase, IGN, Ka aster NL, Ordnan a Survey, Esri J. n, METI, EsrE China (Hang Kong), swisstopo, ©Ope Streeti contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a" NOAA R/C-S-65 Grant ` STETSON 2030 Study , Conducted: �' t �' CARVIEW GE D J.GRAPHIC Page 26 of 3012018 Florida Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low i and 2030 High(10") Sea-Level Rise 1 2 3 4 5 s 7 8 5tormwater Inventory P'' Inundatation Status A = Catch Basins[16] Q Outfalls(MLLM[1] A Outfalls[3] Outralls(MHHW)[3] =L _ �, l3 4� o hD irri pso n Isl i rd C ® C D D .,r E E F F G Gn N W�E H _.__ �eSource s:EsrL HER Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, Ft 5 EEGecBase,J6N, K ter NL, Ordnan a Survey, Esn Jarn, METI, Esri China (Hong Kong), Etwisstopc. CJ Opz reetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 10 �- 2030 Study �` STETSON Conducted: e*futIR CL ARVIEW Page 27 of 3012018 S Florida V700GE GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (il and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[25] `, hr�G Outlalls(MLLW)[1) A v) Manholes[7] Outfalls(MHHVV)[2] ❑� Cutfalls[2] Catch Basins(MHHW)[3) . B B Overseas fv IWI x= P1t, at�t t� h e C PJ a;t ? C r hire - r5�y,n`� amplc>x ;P sa_ E E I F Airpu r t Blvd p rrrr i R0 G G 1r,i1 n R' F. H sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H. S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja an, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant •,- 2030 Study STETSON Conducted: S I nt I ¢ � CL ARVIEW Page 28 of 30 2018 Florida 1 GE GRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 d Stormwater Inventory Inundatation Status A - Catch Basins[33] t ,; Q Outfalls(MLLW)[3) A (D Injection Wells[12] [ Outfalls(MHHW)[11] N> Manholes[10] Catch Basins(MHHW)[4] Outfalls[12] B n f9,,t B cr rfr.. f7cat ko�, d N C C tip ya, y D01 D E f E r F F Q 45r a G G U T N c'� Allanj Shores R+F. I-{ L Sources:Esri,HER Garmfn,Intermap increment P Corp.,GEBCO,USGS,FA Q NPS,NRCAN, f{. S (,,bBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Ch a (Hong Kong), isstopo. O Ope StreetMap contribu ors, and the GIS ser Community, icroscft, Monroe 600 300 0 500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling r" NOAA R/C-S-65 Grant ,��- NOA Study STETSON Conducted: �� GI IIt �I ¢ � CL ARVIEW Page 29 of 3012018 Flaride GEOGRAPHIC Map Series 2: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2030 Low (6")and 2030 High(10") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory 2 Inundatation Status A - Catch Basins[18] 0 Outfalls(MLLW)[1] A �+ Injection Wells[13] Outfalls(MHHW)[5] ❑b Cutfalls[5] B B 4, C C rrn7/4ySe D D a 4� F 'tG K�Ut,+ r F � r 1 t'� �•L9' �N, G ` ��• C) ., tit G t i n ref f R' F. I-{ Sources:Esn,HER ,Garmin,Intermap increment P Corp.,)GEBCO,USGS,FAO,NRS:,NRCAN, H S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esn Japan, METI.. Esri China (Hong. Kong), swisslopo, 0 Ope StreetMap contribu ors, and the GIS Pser Community, microsoft. Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ��- 2030 Study 4 V STETSON Conducted: �� GI at 11 CL ARVIEW Page 30 of 30 2018 Flaride "I GE GRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 1 2 3 4 5 6 7 8 Stormwater Inventory Inunclatation Status A p Trench Drains[1] A B B c C D D �t E E �Ytir magre BI.,1 Valois E I vd 1,1.iIc. Ill s Blvd F 1� Q" C' fJ n r Cn ulf5fream lar z 1�alObh�'o4 I'0 H Sources:Esri,HER;,Garmin,Iniermap increment P Corp.,GEBCQ,LISGS,FAO,NIPS,NRCAN, H S Atlantic Dr GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 1 0 600, County and Stetson University 1 1 2 3 4 5 & 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ,M-� 2060 Study ,." STETSON 00 Conducted: SeL1 Gr��l to CL ARVIEW Page 1 of 30 2018 Florida GEOGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[74] Manholes(MLLW)[2] A v,> Manholes[32] ■ Catch Basins(MLLW)[3] ❑a Trench Drains[2] Manholes(MHHW)[21] Catch Basins(MHHW)[37] B B SumnterY nd Fe t C �' C _ f D D ba.'i --i L' Lakc Garden r_ov urr�n E tali Lim E c o o oh End Rd C T C L c fraco Rd - C _ S And , Rd F F G e• Key G argo N l.{ urces:Esri,HER I:,Garmin,Iniermap increment P Corp.,GEBCO,USES,FAO,NIPS,Nr2CAN, H 5 GeOBase, IGN, Ka aster NL, Ordnan a Survey, Esri Je n, METI, Esri Ch a (Hong Kong), I b y• I I swisstopo, ©Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling r" NOAA RIC-S-65 Grant �aM 2060 Study (` [Vi il} N STETSON Conducted: Ll��I�dnt, ` w r WI GEL G A[PHIC Page 2 of 30 12018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 1 8 k 41 Stormwater Inventory e� Inundatation Status Bonila Aft 3 a� A p Trench Drains[8] M �`" 0 Trench Drains(MHHM[21 A O' R ;ve n D B B 6 f t y 1 ='+ L„n �c D D 3� #r y a Cl E E Ave nui A 0 t L a y„ F F Z5 El G G 4 v n R F. I.{ Sources:Esri,HER ,Garmin,Iniermap increment P Gorp.,GEBCO,USGS,F O,NPS,NRCAN, H 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri J. n, METI, Esri China (Hong Kong), swisstopo, 0 Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600. County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NQAA R/C-S-65 Grant 2060 Study STETSON Conducted: r'�pt CL ARVIEW Page 3 of 30 2018 Florida GEOGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[9] 0 Trench Drains(MLLUV)[2] A S Trench Drains(MHHW)[61 B B C C O e D Bo n ^J f Je'nfrsh A,:r, _ ❑® 5nafiper Ave E rl.n E SE P aa the Ave Tiattsyiv n,a Ave F F E OF b F"I rite St G c G _ — a olhns St a M ' S and 0 i n m _ 1 St H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H S - GeZ., IGN, Ka aster NL, Ordnan a Survey, Esri J. n, METI, Esri Ch a (Hong Kong), _ f s.isstopo, ©Ope StreetMap contrihu ors, and the GIS ser Community, icrosott, Monroe 600 300 0 r 6(ov', County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator A Stormwater Inventory & Resilience Modeling NQAA R/C-S-65 Grant V 4� STETSON 2060 Study (�l�l ( i 1t Conducted: l)[ll lJl� �ll, w � GEG AC�KARVIEW PHIC rn Page 4 of 30 2018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 $ p Stormwater Inventory Inundatation Status kl�m�+rrinn p;,lui I A - Catch Basins[11] Kc y Largo ❑3 Trench Drains(MHHIh�[3] A ® Trench Drains[7] F.1.l1W�tl:l ilj ' I B Lignum Vitae C B /� E G nW LrmC�� I'I c - C 1 _ I0 111 aw - T 0 c L e Z. D 'hi Ln D rj Samson Rd E LI E we 'Dy ly G J, 6 F ' A r try's F G G N V1'+E L{ Sources:Esri,HER ,Gamin',Iniermap increment P Corp.,GEBCO,USGS,F O,Ni Ni H 5 Geo6ase, IGN, Ka astir-il�Jlr,;,Ordnan a Survey, Esri Jafan, METI, Esri China (Hong Kong), swisstopo, Q Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NGAA R/C-S-65 Grant `V °g STETSON 2060 Study j - Conducted: �)�d�lldllt, 11 ' CL ARVIEW Page 5 of 30 Floridag 2018 GEOGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[5] 0 Trench Drains(l[5] A EI Trench Drains[9] B B C C D D -9 [ VY A%i nuE C � Ave nw n E Avfnie E E u Me rirx! A a 2nd `i I J Ci F F G t G N R�E Lj Sources:Esri;H ,Garmin Iniermap increment P Corp. CO,USES,F O,NIPS,NiH S Geo6ase, IGN, K' aster NF, Ordnan Survey, Esn MET', Esri Ch a (Hong Kong), swissiciii ©Ope reeti contrihuje ors, and the ser Community, icrosoft, Monroe 600 300 0 600' County and Sletso'' niversiN� 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NCIAA R/C-S-65 Grant " STETSON 2060 Study Conducted: �` lllilL CL ARVIEW w Page 6 of 30 2018 GE Florida GRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[38] p Trench Drains{MHH1M[1] A ® Trench Drains[10] 8 i Kev Lar o P ark OF r T v ern � 1 a C qr `� C �4 5 c " "s " J 7 D L D 47 n Magno Ira t,l E E •�S — �i,-.r,.ier I r Gieni Of 1'r�'11 t'nC DI IFHrrttofnvac in \`fieMfport L? F q> A Or,r.a I ra Kay I r ��I► G �� e1W G 'kl �•r Bahia Ave N per' Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEC3'CO,U5GS,F O,NPS,NRCAN, H 5 ,w�' '�, GeoBase, IGN, Ka aster i Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, 0 Ope Streeti contrihu ors,. and the GIS User Community, icrosoft, Monroe 600 ?,300 D r 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling A" NGAA R/C-S-65 Grant � / ��M 2060 Study (``l ( i1t STETSON Conducted: �l�d�ll"dllt, `� wr GEG C�KARVIEW Page 7 of 30 2018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A ElTrench Drains[12] I/ ' [3 Trench Drains(MHHM[21 A 500F _ 7 B Thompson East Dr r.r,,ii,,, B Grouper Iil o� �7y n _�,r,I,aer 51vu c M C zv D 'ay D U I] Cortdne PI E E I] Lclaur 1" F - F C t7 U G G N V1'+E L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USES,F O,NIPS,NRCAN, H s GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), po,swissto Q Oper StreetMap c_ntrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 1 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling a" NDAA R/C-S-65 Grant ,�'- 2060 Study (� �� ( i1t �` STETSON Conducted: t) ll �ll"dllt, wr WI GEG C�KARVIEW Page 8of30 2018 F1061a Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High (26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A El Trench Drains[2] 2elican 0 Trench Drains(MHHM[21 A Key - B B C C D D LE I I E E iy F F "aspallilla 1:f 00or R G G N 000i W E H + Sources r Esri,HER Garmin, p incremeni GEBCC,USGS,FAO,NIPS,NRCAN, S GeoBase, IGN, Ka aster NL, dnandi�,Survey, �srr Jafan, METI, Esh China (Hong Kong), swisstopo, 0 OperStreetimap c6i;itribu ors,-and the GIS J%er Community, Microsoft, Monroe 600 300 0 600' County and Stetson University Mi 2 =*10111 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 14M"W-N STETSON Se'aV 61, 2060 Study dnto r ) �111!i Conducted: (00 C�KARVIEW Page 9 of 30 12018 Florida IWI GE@�GRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A — Catch Basins[10] ❑p Trench Drains(MHHW)[2] A Manholes[6] 0 Manholes(MHHW)[5] ❑� Trench Drains[3] E9 Catch Basins(MHHW)[10] B B Q, t C C 5 :a c ell 00 D 1011 D rJ 6�y Ilalivl L,I ,tn /Y Sunset oint L, A� E E North r r13 3�h �jrL FJ��,F r,. ❑® F qk l F v O G _ ti Cr r'U rN � L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka aster NL, Orcinan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contrihu ors, and the GIS Jser Community, Microsoft, Monroe 600 3 D 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extert Indicator j Stormwater Inventory & Resilience Modeling � NGAA R/C-S-65 Grant � / M 2060 Study ( i liltSTETSON 9 Conducted: t)�[j (ll� lll, EW VIP",, GEG AC�KARV[PHIC Page 10 of 3012018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[5] A B B C eyyt C .1 4g Ct 0 Sr t c D G D i ZVO E ° E Carnooi Car t`0 ya F F r- ristoI i,1� G t G 5 st rf ish LT) N � ii' F, e t5v 1L)t1 H hw AJr �B:tsn,HEI`t GaFmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H S Gec Base, IGN. Ka aster NIL, Ordnan a Survey.. Esri Je n, METI, Esn C4 a (Hang Kong). swisstopo, © Ope StreetMap contribu ors, and the GIS User Community, icrostl$, Monroe 600 300 1 0 1 600' Couptyand5tetscn�Unfversity J I 1 2 3 4 5= 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling fVGAA R/C-S-65 Grant 0 '°"� STETSON 2060 Study I Conducted: GI IIt 1 CL ARVIEW Page 11 of 30 2018 Florida II GE GRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory St rfiah Ln Inunclatation Status A - Catch Basins[25] A ® Trench Drains[1] W.ngrove Lr, Jai)ean t. �. C B � cyo B ao Ulearxl r Gr C Arbor n C r3rcter 5l n� ti 3 e Ei;s Dr A D D M 4 �.wrlir�r FAIR �� 01anf. FRIG scm J E e t " a jai E3 E E M F "� F - av rnier r,brine Ave a G G N- H t;;, Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H A, GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, 0 Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe e0€1?' 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NGAA R/C-S-65 Grant �` � STETSON 2060 Study (` 1 i alit, Conducted: �I�LL(ll�ant �� , w r WI GE G A]PHIC 1 Page 12 of 3012018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Cd] Trench Drains[4] 0 Trench Drains(MLLW)[2] A Trench Drains(l[4) B B C C D D t„ ConicFi �r-o E �'r E rcM4 4t C C F �ea�•N,�y F OTC G G N 11, F. H ' l Sources:Esri,HER;,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,Ni Ni H S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 1 0 1 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NGAA R/C-S-65 Grant M 2060 Study ' M STETSON Conducted: � � [�hc$11t CARVIEw r� 9 Page 13 of 3012018 Florida GEOGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inunclatation Status A Q Injection Wells[2] = `°~ (D Injection Wells(MHHM[1] A ® Trench Drains[1] f 0 Trench Drains(MHHW)(1) t•S.Ca y-" B _mr�t, t` B �v'+4 c au"' C t 13� h.= -_ {9d 4RiA y L'tf D Q' � !{Ifld N)rt t-15 rJ� rij Cy'3 E > u E v` :Ir•v�rsr ,y F Duck Key F G G n � Z L{ Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GE6CO3 U5GS,FAO,NPS,NRCAN, H s Geogase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, O Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 1 0 1 600' County and Stetson University 1 1 2 3 4 5 6 7 8 Extent Indicator JStormwater Inventory & Resilience Modeling r° NGAA R/C-S-65 Grant �•M 2060 Study ( STETSON Conducted: tl�f� �Jhdllt, ' CL ARVIEW Page 14 ot30 2018 floriaa w� GEGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[2] P inewo r d Ln _ A (D Injection Wells 131 cL 1131h n B ht1 ",ru. B J J 19th t HiltitwLs Dr L yl to C „n,r C D D C il im"t Dr - 7. A,,. a,anw. E - c Av n Avenue r 'ra�vhound- F Ke Nice Fine F d tJ f I f l _�_ [� Ave n OvetseasuH y , Avon,, G 51h Ave G r N R'+F. H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,1NiH S GeoBase, IGN,. Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ®Ope Streetl contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NQAA R/C-S-65 Grant`[L k- STETSON 2060 Study J t, � 0) L IWConducted: GE GA Page 15 of 3012018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[3] vicaI'trader R Q Outfalls(Ml [1] A 0 QQ Injection Wells[2] © Outfalls(Ml [1] Springtime Rd v; ® Outfalls[1] t r StProof Rd T B m > B jd.Ave —n Gnnka Ct rise Ave _ a C C ,•; He my L n ,v t i Ov rseas=Hwy F ommmi D r D Angelfr h id ry E — E 0 w n E R. a c IF F Nev.-found elvd %oral Rd G G Id R+E H Sources:Esri,HER ,Garmin,Intermap increment H Corp.,GEBCO,, Esn F O,NHS,NRCng), H S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esh J. q METI, Esri China (Hong Kong), swisstopo, ©Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator JStormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant° STETSON 2060 Study I Conducted: ( (ii�dllt' �� r, CL ARVIEW Page 16 of 30 Florida2018 " ; ri GEGRAPHIC �:•;� Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[5] RE- Catch Basins(MHHW)111 A �+ Injection Wells 121 B B C C L7 s !_�Ov rs as�Hw D Y E E F F G G n 'A' F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USG',F O,NPS,NRCAN, ft S GeoBase, IGN, Kai.ster NIL, Ordnan a Survey, Esri Ja n, IV_ , Es" Ch a (Hong Kong), swisstopo, 0 Ope StreetMap contribu ors, and the GIS User Community, icrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling r" fVGAA R/C-S-65 Grant 2060 Study STETSON 9 Conducted: U� GIIIt ' ' CL ARVIEW Page 17 of 30 9 a 2018 Florid GEOGRAPHIC ` Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Bloickbeard Ln Inundatation Status A - Catch Basins[1] a Outfalls(Mll A Buuial7ee Lr. ❑D Outfalls[11 _ [D Outfalls(MHHW}[1] Tatl on n "Ju n Lr B B sum me r F+ I i Ln � •an L [.-n L i rr C C D D E E dip a r1 Tyr, _•�.t�, F F j o hn Avery Ln k ca kr� �t C 1 .r 4 J rs n W F. H + Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka Jaster NL, Ordnan a Survey, Es" Jar an, METI, Esri China (Hong Kong), po,swissto Q Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 —0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling A" NGAA R/C-S-65 Grant�1�� 2060 Study (`�tl ( STETSON t S Conducted: �li�dllt,oV700 GE G AIEW Page 18 of 30 2018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A ❑p Trench Drains[10] 0 Trench Drains(MHH1M[2] A - �N r^,taW sN t oV of S B �� B 1st Ave 5t pue c C � C t 5 2 �Ave tti aS,r,HviY rp, 1vJ A��';^f Dt H.r -Ilhnve D D 0 [dh-,,. -r ® 6thAv E E 7th Ave 7ti Ave ell i Ave V IF F G G N w+E L{ Sources:Esri,.HERE,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 1 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling a" NGAA R/C-S-65 Grant 2060 Study 4Am`- STETSON do m Conducted: ��Idllt, 1 p CL ARVIEW ;;•,, Page 19 01'3012018 Florida GEGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inunclatation Status A - Catch Basins[1] A (4D Injection Wells[1] B .';�'y B 0 �3 S C �� C 5 D D a` E E �c F F G G N R'�F. y Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Geo6ase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsaft, Monroe 600 300 0 600' County and Stetson University El m 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a° NGAA R/C-S-65 Grant � / ,��,,, 2060 Study `1 1 t 4, STETSON Conducted: ��d�lidllt r GEL G AI W .�;, Page 20 of 3012018 FloelaW Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[8] []D Outfalls(11[1] A +Q Injection Wells[4] Qi Injection Wells(Mll[2] Outfalls[1] Catch Basins(11[6] Outfalls(MHHW)[1] B B C C � c D n D )00 C � co }tt r Ite 5,— Avenii, B A E ]uat E 0.0 Ave ntr C y o A;cnt� D i (DQ ,t Ott? a F Avenue C F 4000 E 6/V� r1 G . G N W+E H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCQ,L13GS,FAO,NIPS,NRCAN, H 5 Geogase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 i 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NQAA R/C-S-65 Grant AlIftN 2060 Study (�ttil 11 (Ir 1t STETSON Conducted: [LL�J dllt, �� r � � GE G C�KARVIEW Page 21 of 30 2018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[2] Q Outfalls(l[2] A ❑D Ouffalls[2] 22 Catch Basins(MHHV)[2] 0 Outfalls(l[2] B B C C D L EI W rite L n D c D L una L n E E ;, F F IM G I G N H Sources:Esn,HER,,Garmin,Intermap increment P Corp.,GEBCQ,USGS,FAO,NIPS, AN, H S GeoBase, IGN, Ka aster NIL, Ordnan(a Survey, Esn Ja n, METI, Esri Ch _-;g'bng Kong), swisstopo, © Ope StreetMap contribu ors,. and the GIS User CommunjtY, icroscft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NQAA R/C-S-65 Grant 2060 Study STETSON Conducted: � � I dl �'. `lt � f CL ARVIEW 9 Page 22 of 3012018 Florida GEGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[2] A Injection Wells[1] B B ,ritrh. c C D D c." E E � C 7 c� r C � J 3i IF > F G G , I N R F, H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, L{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esn China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 1 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NGAA R/C-S-65 Grant 2060 Study �- , STETSON Illl Conducted: � � �J dllt � CL ARVIEW 2018 ,,,� GEGRAPHIC � Page 23 of 30 FloridaFloriaa Map Series 3: Monroe County Storinwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High (26") Sea-Level Rise 1 2 3 4 5 —6 7 8 Storni Inventory Inundatation Status A Catch Basins[40] Q Outfalls(MLLW)[4] A Outfalls[6] Outfalls(MHHVV)[61 B B C c D D E :D] E LIN LW 77 N 1 G F F G IN H + Sources:Esri,HER-:,Garmin,Inlerni"increment P Corp.,GEBC0,USGS,FA0,NIPS,NRCAN, S GeoBase, IGN, Ka aster NL, Ordnani:h Survey, Esn Jaran, METI, Esn China (Hong Kong), swissiopo, Q OperStreetMap cantribuibris, and the GIS Jser Community, Microsoft More 600 300 0 600' County and Stetson University ens 1 i 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 GrantV STETSON Sea 2060 Study dnt, Conducted: C�KARVIEW Page 24 of 3012018 GEOGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[14] © Outfalls(MLLW)[3] A M) Manholes[5] th Manholes(MHHW)[3] 0 Outfalls[4] Catch Basins(MHHW)[10) Outfalls(MHHW)[4] B B C 91 C M� a o E E IF — rAli F G G N W+E H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCQ U, SGS, Q P ,NRAN C , L{ S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esn Japan, METI, Esn ChF N a. (HoSng Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS ser Community, licrosoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NQAA R/C-S-65 Grant - , 2060 Study STETSON Conducted: � � �I�dllt ' CL ARVIEW Page 25 of 3012018 Florida GE, 13RAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Bolt, o I Inundatation Status A Catch Basins[58] © Outfalls(MLLW)[2] A QQ Injection Wells[i] Injection Wells(MHHW)[1] Manholes[10] M� Manholes(MHHW)[4] Outfalls[2] :1, Catch Basins(MHHW)[26] B = 0 Outfalls(MHHW)[2] B wY ovEts� .. L ureC Me C C �51 r Don.Id Aw'@ , 1s1 Ave l7 p ?rx1 n, E _ ®E9 .v A',e E n — ,rr . . F F t — Ir_Itl'. G M� G 21h Aw? r- N lt' F, L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN,. H S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri JaT an, METI, Esri China (Hong Kong), swisstopo, ©Ope StreetMap contrihu ors, and the GIS Jser Community, Microsoft, Monroe. 600 300 0 600, County and Stetson University 1 2 3 1 4 5 6 7 8 Extent Indicator JStormwater Inventory & Resilience Modeling r" NGAA R/C-S-65 Grant �'M 2000 study (Jr � STETSON Conducted: ��d l"dllt, `� wr GEG C�KARVIEW Page 26 of 3012018 Florida Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status G q Catch Basins[16] Ouffalls(MILL"[2] A © Outtalls[3] Catch Basins(MHHW)[8] Ouffalls(MHHV)[3] B — B = - C t Ci D D j E E F F G G N L{ Sources:Esrl,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S Gec Base, IGN. K� ter NIL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), �Swisstopo, 0 Op NteetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant N 2060 Study A40,111 r STETSON Conducted: flat I '� CL ARVIEW Page 27 of 30 Florida 2018 GE GRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[25] 4 � �'✓� Q Outfalls(MLLW)[2] A v,) Manholes[7] 0 Manholes(MHHW)[5] ❑D Outfalls[2] Catch Basins(MHHW)[25] �o Outfalls(MHHW)[2] f B B O ve r sea twl�rAer .- �y8 �K C C Pye t� p,4e D D r - E t, E F AijL;Y.jr1 H, t F G G nN R'yF_ I-{ V Sources:Esn,HERE Garmin,Intermap increment P Corp.,GEBCO,USGS,F q,NIPS,NRCAN, H'. S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contrihu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 1 0 1 600' County and Stetson University 1 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling r° NQAA R/C-S-65 Grant ,�•,M „ 2060 Study STETSON Conducted: Gi�.nt � CL ARVIEW ` Page 28 of 3012018 Florida GE GRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inunclatation Status A - Catch Basins[33] ��r.� © Outfalls(MLLW)[8] A (D Injection Wells[12] Qi Injection Wells(MHHW)[7] N> Manholes[10] 0 Manholes(MHHW)[6] V Outfalls[12] E Catch Basins(MHHW)[20] LPJ © Outfalls(MHHW)[13] B I' ght Cs B C/-rt":r EJcr7t Rrly I , i C A �� 4 / V�V 61 D L? N ti e E f9 E y F _, F 0 1 G J rs - N Atlas Shores N R' F. H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H. S Go Base. IGN, Ka aster NIL, Ordnan a Survey, Esn Jaran, METI, Esn Ch a (Hong Kong), 'iwisstopa. Or- Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 i 2 3 1 4 5 6 1 7 8 Extent Indicator Ad: Stormwater Inventory & Resilience Modeling a" NQAA R/C-S-65 Grant 2060 Study 4 STETSON Conducted: �[� 6lallt 1 � CL ARVIEW } Page 29 of 30 2018 FloridaGEGRAPHIC Map Series 3: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2060 Low (14") and 2060 High(26") Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[18] ® Outfalls(MLLW)[5] A �+ Injection Wells[13] (Z) Injection Wells(MHHW)[13] 0 Outfalls[5] Catch Basins(MHHVV)[10] Outfalls(MHHW)[5] B B c C D D ME Y � a 1 i( ro rtxt fi, Ae� f'rer l G y �. IF h 1p ,y V� r • G yti P r o\" w G P a�P n % R' r•. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.;;GEBCO,USGS,F O,NRS;NRCRN, ft S -- '� GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jadan, METI, Esri Ch ,o.:.{Hong Kong), swisstopq © Ope StreetMap contnbu ors, and the GIS �Jsee Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling r° NQAA R/C-S-65 Grant ,��- NOA Study/C `V STETSON Conducted: �� lldllt f CL ARVIEW Page 30 of 3012018 S f orila GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A ❑p Trench Drains[1] A B B c c D D E d E -'I kill-ili p. H I F 1.1.i—ill>s BI d F `d nb G N Cie A n NO$ G ult��rcam C•r PN Rambo* ' I R' F. Lj Sources:Esri,.HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,F O,NIPS,NRCAN, H y =.fhnti- Ur GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contributors, and the GIS Jser Community, M icroscit, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 S 1 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant M STETSON 2100 Study Conducted: Se- drat CL ARVIEW Page 1 of 30 s 2018 Florida GEGRAPHIC ` Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[74] Manholes(MLLVII)[26] A m) Manholes[32] ■ Catch Basins(MI-Il[62] ❑� Trench Drains[2] r� Manholes(MHHUIn[27] Catch Basins(MHHw)[66] B B . mmineri nd sa c C 4 n D D t.kif�r,;r L t.rke Garden Cnv � e E ry orth End Rd E L = 6aco Rd F _ = � F _$ 'rey 4 G P Key 13 arg+o n �r r on Cove w l.{ urces:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USES,F O,NIPS,NiH S a �,:. GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri Ch a (Hong Kong), I r I••• i f.�r swisstopo, ©Ope StreetMap contrihu ors, and the GIS User Community, hficrosoft, Monroe 600 300 0,Z'` q?' 600' County and Stetson University 1 2 3 4 5 6 7 i 8 Extent Indicator Stormwater Inventory & Resilience Modeling A° NOAA R/G-S-65 Grant ,��. STETSON 2100 Study ( V Conducted: tl�f� �li�dllt' 1 ' r CL ARVIEW rn Page 2 of 30 2018 Florida IWI GE GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory �� Inundatation Status Bonila Ave o A p Trench Drains[8] M ;6°y 13 Trench Drains(MLLW)[4] A O B wen Dr rcl Trench Drains(MHHW)[81 B B Ryai Ave Lneb Ave Lee Ave n c Kiriy Ave c Al a La3rxe Ln D D y+� a lg J� C! E E Avent A ® Key La o, F F G G u; T. n W+F. L{ Sources:Esri,HER:,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka aster NL, Orcinan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, Q Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling r° NOAA R/G-S-65 Grant ,��. 2100 Study STETSON -. Ilk Conducted: ��I��]l , 1 F'f1111hi CL ARVIEW °� Page 3 of 30 2018 Florida ��I GE&GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[9] 0 Trench Drains(MLl[7] A 110 Trench Drains(MHHVV][7] B B c C A. LA D D [ ® 41 Amy `' E3t, El .1 C J r?'M 1451 i A rC E rcl n Snapper AVr E Y r SE N a rI n AVV ✓R yt)� �y Yly rtr�Ave® cp -fare Sit O F F Of n� rJ s 3Y Ill rite St G ° o G ¢ a GIwts St s tuna 4r N Ca rni I St W+E H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), ,. swisstopo, © Ope StreetMap contrihu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 : 5 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling Nil RIC-S-65 Grant V STETSON 2100 Study - Conducted: ��(� �Il"d.11t, 1� " CL ARVIEW Page 4 of 30 12018 Florida 000GEIGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status FNampM�n Crtn I':ihTv A f Catch Basins[11] 1,,"Largo ® Trench Drains(MLLV)[3] A ® Trench Drains[7] t r Trench Drains(MHM�1M[6] i rr Lignurn VIi (.1 S B E GIL n too L utt W Ct r _t o v� ri _ c C 1 = i. �` 2 C c ' �> 171f,IR1. 1IIIi :. t _ � D 5th Ln Si^son i Samson R f E rh LI E A Ir Ty lg G F F G G N R'�E L{ Sources:Esri,HER ,Garttnn',Iniermap increment P Corp.,GEBCO,USES,F O,NPS,NRCAN, H 5 Geo6ase, IGN, Ka Jastfy,rl){II,,,Ordnan a Survey, Esri Jar an, METI, Esri Chi a (Hong Kong), swisstopo, ®Ope Streeti contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 1 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator r= Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON 2100 Study }: Conducted: S��I�i alit, wt,r CL ARVIEW r o Page 5 of 30 2018 Florila GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 5tormwater Inventory Inundatation Status A - Catch Basins[5] 0 Trench Drains(MLl[9] A EJ Trench Drains[9] U Trench Drains(l[9] B B c c D D ve FILL' C E Aven— E E ® taAvntj�,A L:I I A c nLre A 2rd Ct c F F G G IN fir NY E `,� H Sources:Esri,'H�R ,Garmhr,Irtermap increment P Corp., CO,USES,FAO,NPS,NRCAN, H S Geo6ase, IGN, K` aster Nk, Ordnan a Survey, Esri Ja 'MEYI, Esri China (Hong Kong), swisstopo, © OPe treetMap contrihu ors, and the GIs ser Community, Microsoft, Monroe 600 300 0 600' County and Sletso`' riversrty 1 2 3 4 5 6 7 8 Extent Indicator �° Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant , �°°, STETSON 2100 Study r � � Conducted: Sea�rdllt 1 �- CL ARVIEW Page 6 of 30 2018 Florida "" GEWGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 1 8 Stormwater Inventory Inundatation Status A - Catch Basins[38] 0 Trench Drains(MLLW)Ill A ® Trench Drains[10] [ Trench Drains(MHHW)[1] 1%r1' 4, i B s O ar B a` Key Largo P ark IF c �,, r u ae. D A D O Q u ✓s h 1aq St E E 4 Olearder I)r C 61, U 1a ryJ a le sllverl xe L7r F 61ISlotrvc�c ��c Z�W'port F Ba, i t gl� (icea n D r �c G J �l G ki N J L{ @g Sources:Esri,HER:,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S -�`� GeoSase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsaft, Monroe 600 1,300 0 600' County and Stetson University 1 2 3 1 4 1 5 1 b 1 7 1 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 4�. 2100 Study STETSON Conducted: SWeNnt0 CL ARVIEW Page 7 of 30 2018 FlDrida GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 s 6 7 1 8 Stormwater Inventory : �,. �.7 Inundatation Status A p Trench Drains[12] r Trench Drains(MLLW)[2] A A' i, Trench Drains(MHHW)[12] 1,, Ave B Thompson East Df r:f II . B CA f:t I 1)f 6+ t7� Seagate BW r"� z C C Rd — ®ail © e = IEEI E E F F G G N lt'�E L{ Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCQ,USES,F O,NPS,NRCAN, H 5 Geo6ase, IGN, Ka aster i Ordnan a Survey, Esri Jaran, Mi Esri China (Hong Kong), swisstopo, Q Ope Streeti contribu ors,. and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant ��. 2100 Study STETSON -. Conducted: Se rent CL ARVIEW 9 2018 Foride GEGRAPHIC Y Page 8 of 30 Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 S 6 7 s Stormwater Inventory Inundatation Status A p Trench Drains[2] elcan 0 Trench Drains(Mll[2] A Key Trench Drains(1[2] B B c C D D LB E E F F ;�spa Ila'C1+ 0" G C1 9 G 11M1 f c'�"i :_r ,' � ::.;rmn;;1ni !W F �'XrH V Sources:Esri,HER i , increiri Corp.,GEBCO,USES,F O,NPS,NRCAN,S GeoBase, IGN, Ka astr N �c'Ordnan .Survey, Esri J n, METI, Esri China (Hong Kong), swisstopo, Q Ope Streetl. .16 itw ors, and tR'e GIS r Community, Microsoft, Monroe 600 300 0 600, County and Sfetson University ' 1 2 3 4 5 6 7 S Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/G-S-65 Grant ,��. 2100 Study STETSON �,Illl Conducted: alit, � '7 CL ARVIEW w Page 9 of 30 2018 Florida *1700GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A — Catch Basins[10] ® Trench Drains(MLLW)[21 A m) Manholes[6] Manholes(MLLW)[5] ❑® Trench Drains[3] Catch Basins(MLLW)[10] ® Trench Drains(MHHW)[2] B 0 Manholes(MHHW)[6] B Catch Basins(MHHW)[10] T t c 26 C c ell4 D D I Cray fla(bu Dr Sunset Point c.I�.,, I- ,�;,,- Dr sf E E Nollh r 13 J0140- I L ,'f j 0 � }7y t�' U� F �e �La (7 F �f40 r ¢ eay T ty a° G O �� G c o�Jr R F. L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka aster NL, Orcinan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 3D0 1 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator IjStormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant � / �-�� STETSON 2100 Study 7 � ( � F'f � CL ARVIEW Conducted: IJ [l,rdll w Page 10 of 3012018 Floetla I GE&GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[5] 0 Trench Drains(MLLW)[3] A 110 Trench Drains(MHHU'V)[51 B B c ems"` C �4 ft p t D D v 7, t� 71 E , _ � E ^atrcibt Cyr gib 0 lr0 i� F F m c ri toICt� G G 5� St rf,5h Ln N H §W'rces: =sri,HL4 Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S GeoBase, IGN. Ka aster AL, Ordnan a Survey.. Esri Ja n, METI, Esn China (Hang Kong), swisstopc, V Ope StreetMap contrihu ors,. and the GIS User Community, icrosq:f3, Monroe 600 300 1 0 1 600' CoiStetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling «' NOAA RIC-S-65 Grant 2100 Study - STETSON Conducted. �I�dl1t ' CL ARVIEW Page 11 of 30 2018 Florida IWMW GE GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory 5t r0ish Ln Inundatation Status A - Catch Basins[25] A ;® Trench Drains[1] nq row,Lr' dean L n S' rp a Gleandf r Cr K c Arbor n C (-"jfr1 to St. `v x w D � 4 D L ilirll RdO � *. -4 r'„p• t,' ...,.IrH ^,d d E � a vie� ? Y E E .fl ✓. F �r F av rnier h��r t'nG Ave N Ir G F J� �e , G E �e H J Y �� Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GE USGS,FAO,NIPS,NRCAN, H 5 A• 71.IL G,._ Geogase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, METI, Esri Ch a (Hong Kong), swisstopo, ® Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 60Z t 300 0 600, County and Stetson University 1 j 2 1 3 4 1 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling 41' NOAA R/G-S-65 Grant . 2100 Study Sea ,��Ak STETSON Illl Conducted: t)�d,jr 11 f CL ARVIEW Page 12 of 3012018 Florida GEGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Cd] Trench Drains[4] 0 Trench Drains(MLLW)[4] A Trench Drains(l[4) B B c C D D Conch Ec'f, E F _ �y F G G N H R+ I Sources:ii HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ��. 2100 Study STETSON Conducted: 5 � [il�dnt CARVIEw Page e 13 of 3012018 Florida GEOGRAPHIC GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Q Injection Wells[2] Q Trench Drains(MLLW)[1] A ® Trench Drains[1] Injection Wells(MLLW)[2] Trench Drains(MHHW)[1] Injection Wells(Mli[2] B B O� -„ rt c C Duck K D D Kirtg los`.t" 1% 4 r7 C1A " j h E u E j eye we W C; F Duck Ke+ F G G N W+E H Sources:Esri,HERE,Garmin,Iniermap increment P Gorp.,GEBCO,LISGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri METI, Esn China (Hong Kong), swisstopo, ©Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant '°"; STETSON Study Con r It 1 Conducted: � CL ARVIEW r" Page 14 of 3012018 Flmide w GEGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[2] F,newo d L . — (D Injection Wells(Mll 111 A Injection Wells[3] ■ Catch Basins(11[1] �] Injection Wells(Mll[2] 18th n Palm I ' Catch Basins(Il[1] B All ini or B C C _ J J 19th Zl 7E ollii� h r�r G� HilbSCLS Car Lytto r'J�; c ;> n J C in I Fd,,.ir. Rd Q Q rc W nurn- -l D r 1, Avert I L' 4 J Nathalr FFe Ave ne E E E -� Ave°Lr. ,n Avenue V o p y m Aveme ffi -'ravhound- `L F ig Pine Key g Ave nu-- Ave nu Ovar sea swH Y� _. t G l i•,, G ar re N W+H Sources:Esri,HER ,G.armin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Orcinan a Survey, Esri JaTan, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 i 8 Extent Indicator JStormwater Inventory & Resilience Modeling Nil RIC-S-65 Grant . 2100 Study gym STETSON Conducted: [�I dllt � ) CL ARVIEW �. Page 15 at 302018 Florida GEGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 & 7 8 '11 0i 1 _Vall'_k Stormwater Inventory Inundatation Status A - Catch Basins[3] imcaI 1-rader K 0 Injection Wells(Mll[2] A a- iQ Injection Wells[2] a. ■ Catch Basins(11[3] r ',1'1me kd ° Outfalls[1] ® Outfalls(MLLW')[1] r L, f Rd " Q Injection Wells(MHHW)[2] B Catch Basins(MHHW)[3] [3 imey, End Ro Outfalls(MHHVV)[1] Elrinka Ct c C r'dnlrn�,:� Henry L n a LW I Ov b'seaswHwy r d D rte (;runnel f _ Angeifrsh lid c � E E s rc 'E u r rt; � x M Ll 7 r� F F Newfound Elvd G G tz W+E H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri .1a n, METl, Esri Ch a (Hong Kong), swisstopo, ® Ope St contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 G 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 2100 Study - STETSON Conducted. �)I�dllt 1 F' V01 CL ARVIEW Page 16 of 30 2018 Florida GE GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[5] Injection Wells(Mll[2] A d Injection Wells[2] ■ Catch Basins(Il[5] Injection Wells(Mll[2] Catch Basins(ll[5] B B c c WOW D 'tOverr aswMwy D rlrrtJy tit � a !oeart f11'Fl E E F F G G N R'+E L.I Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,F O,NPS,NRCAN, H S Geo6ase, IGN, Ka aster NL, Ordnan a Survey, Esri METI, Esri Ch a (Hong Kong), swisstopo, © Ope StreetMap contributors, and the GIS ser Community, icrosott, Monroe 600 300 0 600, County and Stetson University 1 1 2 3 j 4 1 5 1 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �M 2100 StudySTETSON Conducted: sE'fl Gra , 'a ,P CL ARVIEW Page 17 of 30 2018 Florida "�� GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory BLickteat l ri Inundatation Status Wa hoc) L in A - Catch Basins[1] I:itatiee Litt Catch Basins(MLLW)[1] A ❑D Ouffalls[11 - Outfalls(MLl[1] farpon n E Catch Basins(MHHVV)[1] S,1IIhr•h n [2 Outfalls(Ml-I [1] All B B Summer Pi Fort Ro';al Li lieon Lo o-i F-n L 44 c c D D F //.05 E l r�frrr E th Hawkins Lt F F 'a I Ave ry Lin .:1 Gq JICk CIr G C G l t'p` J :� J J n L 4F F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, F'I S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Es Ja an, METI, Esri China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 —0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a° NOAA R/G-S-65 Grant ,��. 2100 Study q STETSON Conducted: S Glclllt ' r CL ARVIEW Page 18 of 3012018 Florida GEGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 1 8 Stormwater Inventory Inundatation Status A El Trench Drains[10] ® Trench Drains(MLLU1n[10] A ® Trench Drains(Ill[10] - B y.0 B 10 t51 Ave St Pop, c C et s�,SwN'NY 1 +1 D LD th A'v� "th A."� E E "th Ave 1A 7tV Ave 21 BIh Ave' ' F M F `c G G N R'+E L{ Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H 5 Geogase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a° NOAA R/G-S-65 Grant ,��. 2100 Study STETSON Conducted: �d UI�d]ll, 1 ' w CL ARVIEW Page 19 of 3012018 Florida GE GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[1] ( Injection Wells(Mll 111 A (D4 Injection Wells[1] ■ Catch Basins(11[1] --L7— Injection Wells(li[1] Catch Basins(11[1] B �4. t�= c �. c ems.>, �o_ E y. E a F F G G N R'+F. L.I Sources:Esri,HER; Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, H s Geo6ase, IGN, Ka aster NIL Ordnan a Survey, Esri Je n, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsaft, Monroe 600 3o0 o 600' County and Stetson University El 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant '" 2100 Study (7 Is/ STETSON Conducted: �l�f� �1hdl1t, 1 f CL ARVIEW � m 2018 Florida � GEOGRAPHIC y.tip Page 20 of 30 Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[8] (Z+ Injection Wells(MLLW)[3] A O Injection Wells[4] ■ Catch Basins(11[8] ❑D Ouffalls[1] ® Ouffalls(11[1] 19 Injection Wells(MHHW)[4] B Catch Basins(li[8) B Outfalls(MHHW)[1] c C D D = c � Bg A — co iut - = a a n —' Kay _ 7° -� Avenue E1 — n - ur E w I.`T, E Ave nu--- n • LL F I,rp C rUrr4Ce J F �r. G r „� " 6 '4 N T6'�E H Sources:Esri,HER:,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esn China (Hong Kong), swisstopo, OO Ope StreetMap contribu ors, and the GIS Jser Community, hlicrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 2100 Study - STETSON Conducted. I� d�)hdlit, 1 f CL ARVIEW rn! Page 21 of 301 2018 i orltla GE GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[2] Catch Basins(MLLVV)[2] A © Outfalls[2] ❑d Outfalls(MLLVV)[2] Catch Basins(MHHVV)[2) Outfalls(MHHVV)[2] B B C C nt} .1: r c FI Ll,iit, Lii �s D D L ijii Ln Ef E E n F F A: G n,li_ G 'A' F. H Sources:Esri,HER _Garmir,Intermap increment P Corp.,GEBCO,USGS,F O,NPSNKWCAN, H S GeoBase, IGN, Ka aster NL, Ordnan(a Survey, Esn Jaran, METI, Esn Ch Obng Kong), swisstopo, © Ope StreetMap contribu ors,. and the GIS Jser Community, imsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 2100 Study STETSON Conducted: r'�nt ll ' CL ARVIEW • 9 2018 Florida GEGRAPHIC Page 22 of 30 Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[2] (D Injection Wells(MHHW)[11 A �+ Injection wells[11 Catch Basins(MHHW)[21 B " B C C D D b -: 011 E E �n J � r'3 F V, 10 ;tt t > F a� G - G 94t —i-j r K y N R'+E I-{ Sources:Esn,HER; Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NPS,NRCAN, L{ 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Ja an, METI, Esn China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 4m 2100 Study � . STETSON Conducted: 61, 1 ' CL ARVIEW Page 23 of 3012018 Florida GEGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[40] M Catch Basins(MLLVV)[301 A ❑D Outfalls[61 Co Outfalls(MLLV )[6] Catch Basins(MHHW)[40] II Outfalls(MHH1M[6] B B C c D D Raccoon I,ey E E F ■' F " V V r N W E H + Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, O Ope StreetMap contrib,-rs,. and the GIS Jser Community, icroscft, M7?S,., 600 300 1 0 600' County and Stetson university 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 4f. 2100 Study �` STETSON Conducted: Sly GIcIIIt 1 �' V14/1 CL ARVIEW r" Page 24 of 30 2018Florida GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[14] Manholes(Il[5] A 0) Manholes[5] ■ Catch Basins(MLLU1r7[14] 0 Ouffalls[4] ® Ouffalls(Mll[4] 'n > Manholes(ll[5] B Catch Basins(MHHW)[14] l3❑D Outfalls(MHH"[4] c c ■ D D E E ■ F ■F`e n tfiuia N F G � G p n lV' F. H Sources:Esri,HERE,Garmin,Iniermap increment P Coap.,GEBCQ,USGS,E O,NIPS,NRCAN, H s Geogase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri Ch a (Hong Kong), swisstopo, O Ope StreetMap contrihu ors, and the GIS ser Community, icrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant .,M 2100 Study STETSON Conducted:�li�dllt 1 t1 CL ARVIEW Page 25 of 3012018 Florida GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory " Inunclatation Status A - Catch Basins[58] Manholes(MLLW)[9] A Q Injection Wells[i] Injection Wells(MLLW)[11 0 Manholes[10] ■ Catch Basins(MLLW)[50] Outfalls[2] Qo Outfalls(MLLW)[2] B 0 Manholes(MHHW)[10] l3 Injection Wells(MHHW)[1] IN�aaY� CatchBasins(MHHW)[58] ❑� s(MHHW][2] C °°>; c eye' r ® t,l. ■ .sl■:. ■ ■ �,. tnr.Il TJ 1st.Ave 1sl Ave ■ D " -] ® I D W, A e 2 nil ffD ■ ,, E E _ N a; Aye EP 7th Ave F (311 F as KIM lath Avc G * ■111hA,,A■ G 74 ■ I 2th Aim _ �n N V1' E H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, ©Ope StreetMap cor ihu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 1 4 1 5 6 7 8 Extent Indicator AIJ Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 4�. 2100 Study STETSON Conducted: r' ] f Page 26 of 30 CL ARVIEW ram, ;., m 2018 FIDilde w��..� GEOGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 a Stormwater Inventory fe'' Inundatation Status A Catch Basins[16] M Catch Basins(MLLW)1161 A © Outtalls[31 ®D Ouffalls(MLLW)[3) -3 Catch Basins(MHHW)[16] Ouffalls(MHHW)[3] B B l'on1 tJ45d ri Island c c d c i, E E F F G G N L{ Saurces:•Esrl,HER ,Garmin,Iniermap incremeht P Corp.,GEBCO,tJSG5,E O,NPS,NRCAN, H 5 GeoBase'�191 K ter Ni Ordnan a Survey, Esri Ja n, Mi Esri China (Hong Kong), visstopo, D O eeti cor ibu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stets Stets6h University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 2100 Study STETSON Conducted: ant 11 ' � CL ARVIEW ry LL page 27 of 30 2018 Florida GE GRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A K- Catch Basins[25] 40 Manholes(MLLW)[7] A 0 Manholes[7] G, ■ Catch Basins(MLLW)[25] ❑U Outfalls[2] ® Ouffalls(MLLW)[2] > Manholes(MHHW)[7] B 02 Catch Basins(MHHW)[25] B Ouffalls(MHHW)[2] iA,rt.-t Poe }t I �t wt P�. � ��• P,�C e. C p t NA, I IL N :wm.plea - D c tt D E rtt le E � - r• ma.a F cut,. FI.t F G G r, r N R'+E H Sources:Esri,HEFZ ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F Q NP$NRCAN, H S GeoBase, IGN, Ka aster r, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0. 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ' ` '"A SUTSON 2100 Study �►d �� - Conducted: Gent L ARVIEW Page 28 of 30 2018 Florida w CWGRAPHIC Map Series 4: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Tidal Flooding, 2100 Intermediate-High Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[33] I_,• r F, Manholes(MLLW)[10] A Injection Wells[12] O Injection Wells(MLLW)[10] N) Manholes[10] ■ Catch Basins(MLLW)[25] ❑o Outfalls[12] ■ Outfalls(MLLW)[12] B 0 �p 9 Manholes(MHHW)[10] l3 Injection Wells(MHHW)[12] Catch Basins(MHHW)[33] OutfalIs(MHHW)It 3] .i wa D - D AtiV� V q 4 d� c° `' ■ E r F F a' Sr a Volk— t_i vt � C7 H iN Sources:Esri,HER:,Garmin,Intermap increment P Corp.,GE13CO3 USGS,FAO,NIPS,NRCAN, H S G.eb6ase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), isstopo, © Ope StreetMap contrihu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 OF A�` County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a° NOAA RIG-S-65 Grant 210o study , STETSON Conducted: Slll�Gent L �mg CL ARVIEW }!, •_,� Page 29 of 3012018 Florida .04, GEOGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 1 8 Stormwater Infrastructure Inundatation Status A El Trench Drains[1) Trench Drains(100YR HAZUS)[1] A B B c C D D E E Ell lktr magne F;I { F 1.1.,rs:riu .Elrl F G hd n L7 r `R�` C9 urfwrr�w�3m Cr z n Raintu r, I Lj Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H g =.tlOntlC UrGeo6ase, IGN, Ka aster PAL, Ordnan a Survey, Esri Jarn, METI, Esri China (Hong Kong), swissiopo, © Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1j 2 3 1 4 1 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°°M STETSON Baseline Hazus Conducted: �l�c�ll 'a CL ARVIEW r'" page 1 of 30 12018 Florida b GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 S 6 7 8 Stormwater Infrastructure Inundatation Status A EY Catch Basins[74] M Catch Basins(100YR HAZUS)[72] A 0 Manholes[32] Manholes(100YR HAZUS)[31] E Trench Drains[2) B B . Summeri nd C C D D i r�l�rxarnve In �._r., Garden Co Illlll� .4 C E n orth End Rd E — kaco RJ n:ri 1 w IS, F � � � F I��r G P,. Key G aL argo N RF'., CI1 L{ - urces:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 Geonase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), Irlii i.l swisstopo, ©Ope StreetMap contrihuors, and the GIS User Community, Microsoft, Monroe 600 300 0 600'R I County and Stetson University 1 2 3 4 5 6 7 S Extent Indicator Stormwater Inventory & Resilience Modeling a" NOAA RIC-S-65 Grant 4 V �� STETSON Baseline Hazus Conducted: �l�[l��Idllt 1 f111h QW1 CL ARVIEW oPage 2of30 12018 rntida GEGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure bonila Ave /�q Inundatation Status A 9Trench Drains[8] m Q Trench Drains(100YR HAZtIS)[8] A B wen Dr B B Ryai Ave J/ Lneb Ave PbWma .Y Lee Ave h c i �` King Ave C Al a 7^ La3rxe Ln Of Q� D D �' y+� a J� lg C! E E Avet,o- ^ti © Key La o, F F 13 G G u; T. n W+F. L{ Sources:Esri,HERE,Garmin,Iniermap increment P Gorp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka aster NIL, Ordnan a Survey, E. Ja n, METI, Esri China (Hong Kong), swisstopo, Q Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant � / �°�, STETSON Baseline Hazus jr Conducted: Spa Ui�dll 1 Ff CL ARVIEW Page 3 of 30 2018 Flotida IWI GE&GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A ❑® Trench Drains[9] ® Trench Drains(100YR HAZUS)[7] A B B Si+r��t1rY� P c C CA L �G D ® �' �� D J r?'M 1451 i A rC E ,.,�cl n Snappr-r Avu E Y r SE N a rtr'AVV :L - ✓R ytj� �y Yly rrra Ave,-rare St ., IF P i OF Ill nt e St n� rJ s .li G ° o G ¢ a Gi St S tuna 4s N Ca rni I St W+E H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,E O,NPS,NRCAN, H 5 Geo6ase, IGN, Ka aster i Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, ©Ope Streeti contrihu ors, and the GIS Jser Community, i Monroe 600 300 0 : 600, County and Stetson University 1 2 3 4 5 6 7 S Extent indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant � / � STETSON Baseline Hazus r� Conducted: e(� (Il"d.11t, 1� " CL ARVIEW Page 4 of 30 12018 Florida 000GEGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status H—nptnn ton A K1 Catch Basins[11] �y Largo ® Trench Drains(100YR HAZIIS)[6] A ® Trench Drains[7] L�r 6 i• Ilahogrr; i B / Lignutn Vicar Io S B E GIL TAX) ii-trinbo Dr _t o LL v� rs _ c c 1 = n C k n � c ' �> 171f,IP 1. _ dlli t — � D = a 5th Ln ri Si^son i Samson R 1 E rt Li E - aye gay lg G a d F Art,p s F G G N ii'�E L{ Sources:Esri,HER ,Ga4nn',Iniermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka astq_r,.pllr,,,Ordnan a Survey, Esri JaF an, METI, Esri Chi a (Hong Kong), swisstopo, ®Ope Streeti contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling A° NOAA RIC-S-65 Grant `� / 4� STETSON Baseline Hazus ( r� Conducted: t) [l(jj alit, 1 ' CL ARVIEW r 9 Page 5 of 30 2018 Florila w GEOGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 1 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A = Catch Basins[5] ® Trench Drains(100YR HAZUS)191 A ® Trench Drains[91 B B C C D ® D nig u'Av, nue C I1' Ave ntr. n E E :,I�� Averrie E ® Nd Av nu.A I_•t I A'ena A 2rd Ct c F F B'lilt,_oviooj A 1 C,;Ior"-i S1 G 1 G N W E ��" Lj Sources:Esri,'44,Garmhr Irtermap increment P Corp., CO,USES,FAO,NIPS,NRCAN, H S GeoBase, IGN, K" aster Nk, Ordnan a Survey, it Ja 'MEYI, Esri Ch a (Hong Kong), swisstopo, 0 ope treetMep contrihu ors, and the GIs ser Community, icrosott, Monroe 600 300 0 600' County and Sletso` riversrty 1 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant STETSON Baseline Hazus 1 Conducted: Sea Grallt t1 CL ARVIEW Page 6of30 12018 Florida "" - GF GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A K1 Catch Basins[38] M Catch Basins(100YR HAZUS)[6] A ® Trench Drains[10] ® Trench Drains(100YR HAZUS)[6] +,t, 4� > C_ 4 4, i ® �� s; B a` Kev Larao P ark D �` .� Q /5 D D 0 n` u f M a g ro 1,9 >, E E S� _ /1) Dr Ate^ ? /�O '0t r di e`er m m Silverl-ke Dr F BrrSlotrvc�c ��c pOrt �s F G ";1 �� G ki H �} Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H 5 GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), Swiss 0, ®OperStreetMap contrihu ors, and the GIS User Community, icrosoR, Monroe 600 0 t 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant ° STETSON Baseline r Conducted:d: Sim I '� � CL ARVIEW Page 7 of 30 2018 PDride w � GEOGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 1 8 Stormwater Infrastructure . %� Inundatation Status A ® Trench Drains[12] * 4 C3 Trench Drains(100YR HAZUS)[12] A c B Thompson 17--ist Dr r:1 II . B CA f:t I C~J f 6+ t7� Seagate BW r"� z C C Rd — D ^;ay D 0311 ® .. ='I E E ® L-.rrlarc• i'� F - F G G N lt'�E L{ Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCQ,USES,F O,NPS,NRCAN, H 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, Q Ope StreetMap contribu ors,. and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/G-S-65 Grant �-�°� STETSON Baseline d: rent Conducted: ' CL ARVIEW x Page 8 at 30 12018 Foride I GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 S Stormwater Infrastructure Inundatation Status A Trench Drains[2] D., Q Trench Drains(100YR HAZUS)[2] A Kry B B c C D D LU E E ,z ar u F " `� e�g'-` F ,;a5palill.1 Dr G o l', N , NYF s�'X� V ; - �t H Sources:Esri,HER armin,IIR rmap increment'P Corp.,GEl USGS,F O,Ni NRCAN, H S GecBase, IGN, Ka aster N �c'Ordnan .Survey, �sri J n, METI, Esri China (Hong Kong), swisstopo, Q Ope Streetly, c itritw ors, and We GIS r Community, Microsoft, Monroe 600 300 0 600' County and Stetson llrive,ity 1 2 3 4 5 6 7 S Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant / STETSON Baseline Hazus ram` �,Illl Conducted: alit, ' CL ARVIEW w Page 9 of 30 2018 Florida *1700GEOGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[10] Catch Basins(100YR HAZUS)[10] A 0 Manholes[6] Manholes(100YR HAZUS)[6] I] Trench Drains[3) ® Trench Drains(100YR HAZUS)[3] B oo, g t, B Q, t c 4, C D D U. Gl 5f E E rd,,rl t13 'd. df Q eah _ a0 G G c o�Jr t� M1 �1 F. L{ Sources:Esri,HER:,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster IN Ordnan a Survey, Esri Jar an, METI, Esri China (Hong Kong), swisstopo, d Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant V �-'� STETSON Baseline Hazus Conducted: ,jr 1 'e CL ARVIEW Page 10 of 3012018 Florida I GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A ❑a Trench Drains[5] (3 Trench Drains(100YR HAZUS)[5] A B B C Gam` C ly O t D D z o M ? �^5 <N E = 1 E ^amr�lol Gr yI`� a ,G F F m t c rL.tul Ct� G G 5� St3 rfi,,,h Ln N NYF. F3lrtc�tt t H Vices:�sn,HE ,G min,Iniermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H S Geo6ase, IGN, as 'r NL, Ordnan a Survey, Esri Jarn, METI, Esri China (Hong Kong), swissiopo, © Ope StreetMap contribu ars, and the GIS User Community, blicrosdift, Monroe 600 300 0 600' CcxjpjyAnjJ Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant / � STETSON Baseline Hazus �} Conducted. 1t " CL ARVIEW Page 11 of 30 2018 Florida GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure 5t mash Ln Inundatation Status A - Catch Basins[25] M Catch Basins(100YR HAZUS)1181 A ® Trench Drains[11 n[lroae L ® Trench Drains(100YR Ill[11 dean Ln S' B tee" B r Uleandr a .:r c Al r, - C (Ga r41f^n.5i. y 3 T. x w D � 4 D �I.rlirir r;,IO � _ ya ,p• I,'�...,.Ira ^,d - O E ,z� a � E z, av' rnie,r oe A,f, �f. A,N a G F b J� �c ae4�� y` G R F ye Sources:Esri,HER:,Garmin,Iniermap increment P Co GEBCQ,USGS,FAO,NIPS,NRCAN, H A'x1lic o:1` GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri J. n, METI, Esri Ch a (Hong Kong), swisstopo, Q Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 60T' 300 0 600' County and Stetson University 1___r 2 3 4 5 6 7 8 Extent indicator j Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant � / ft- STETSON Baseline Hazus ( r� Conducted: �)�d�li�d]l , 1 ' CL ARVIEW Page 12 of 3012018 Florida VOW, GEGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A El Trench Drains[41 (3 Trench Drains(100YR HAZUS)[41 A B B c C D D Conch E1 E 4 IF ' F G G L N H R+ t Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Gec Ba se, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 1 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant Al STETSON Baseline Hazus I Conducted. r�i�dilt CLEARVIEW Page 13 of 3012018 Florida GEOGRAPHIC GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inunclatation Status ,p, f A (1 Injection Wells[2] Q Injection wells(100YR HAZUS)[21 A ® Trench Drains[1] ® Trench Drains(100YR HAZUS)[1] B B O` � N c \t1t554�y c V Ifa at-A 4 o) D y ? _ D �w King lo¢SC+, a) 4 r7 C1A j h E w E e �n 5eavew C;+ F r,�t Ducl,Kett' F eatr, ; G G n wF H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GE6CO3 U5GS,F O,NPS,Ni H 5 Geogase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, O Ope Streeti contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant V �° STETSON Baseline Hazus Conducted: IJ (� ��1�d]lt,o CL ARVIEW r" Page 14 of 30 2018 Florida V70,111 GEGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status c A - Catch Basins[2] Piney o d Ln p Catch Basins(100YR HAZUS)[2] A Injection Wells[3] c ®i Injection Wells(100YR HAZUS)[3] 18th n Palm P1 B All nhs or B � c J J 19th ZI 7 011ench Gr G� HilblScl. Car Lytto �,A,; c ;> n J c n 61...ir Rd Q Q rr HOnurn ck Dr u Avenue 7 't I L" ra J Nathan Fill Ave ne E E E Avenue " f Av V o p y m Aveli E IeYhOlynd F i Pine Ke NIg Fint F g Aven e Avt,nu OverseaswH Y t G l i•,, G ar re N W+H Sources:Esri,HER ,G.armin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Orcinan a Survey, Esri JaTan, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 i 8 Extent Indicator JStormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant / � STETSON Baseline Hazus Ir j Conducted: ( �li�dllt ll �,f I CL ARVIEW M GE GRAPHIC Page 15 of so 2018 Florida °� Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 1 8 ..II _IU_II'.--I, Stormwater Infrastructure Inundatation Status A - Catch Basins[3] coal Trader R, M Catch Basins(100YR HAZUS)[3] A Q+ Injection Wells 121 a, Injection Wells(100YR HAZUS)[21 ringtime Rd ❑D Outfalls[1] = Outfalls(100YR HAZUS)[11 rostp r f Rd _ u — �J B B irneyt; tend RJ I „- - 1 Grinka Ct t c C r'dnIrn�,:� Henry L n __ �' Ov b'seas�Hwy r d D r� tnr: R Angeifrh Ed c � cc rr E E - i m u 0 rn x M Ll 7 r� F F Newrfouni Ivd G G N R'+E H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRGAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ® Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, Countyand Stetson University 1 2 3 4 1 5 j 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON Baseline Hazus ( I � Conducted. �l [l�)I�dllt CL ARVIEW r Page 16 of 3012018 Florida GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 1 8 Stormwater Infrastructure Inundatation Status A K1 Catch Basins[5] M Catch Basins(100YR HAZUS)[5] A Injection Wells[2] Injection Wells(100YR HAZUS)[2] B S c c low D -L_ "Overs as""Hwy D Hartry tit E E F F G G N R'+E L.I Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,F O,NPS,NRCAN, H S Geogase, IGN, Ka aster NL, Ordnan a Survey, Esri METI, Esri Ch a (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS ser Community, icrosott, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 1 5 1 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON Baseline Hazus " ` Conducted: E'fl �1I"�11 , ,f ,P � CL ARVIEW rl'h. °� Page 17 of 3tl 2018 Florida GEGRAPHIC ..: Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure BOCKbear 1 r. Inundatation Status h _ A Catch Basins[1] Catch Basins(100YR HAZUS)[1] A ® Outfalls[1] — ® Outfalls(100YR HAZUS)[1] - larl ;ri n atl6r•f n "n, l, n; L, B B `,untln=r F P it Royal Li L-o-i Fsr n L �u C C D D ItL_. C r��tWr, E rir E th � �.^t •.etc. ti.r:, ur.•b rfi t Ar F F 1I111 •;c r;Ln ra J�ttk CIr G ,' G J n 9�7 � H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 —0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator jStormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant V m"A STETSON Baseline Hazus Conducted: ��I�c 11 ' CL ARVIEW 2018 Florida 000 GEGRAPHIC �, Page 18 of 30 Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A ❑® Trench Drains[10] C3 Trench Drains(100YR HAZUS)[10] A 0 ' B 4::* B 00 IN 1st Ave L - C _ C t ' ets� 1 D D 51h A,, "Jtn Av� J E E 71h Ave 1A 70 Bth Ave' ' F F t` (Z,a G G N wE L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FA O,NIPS,NRCAN, H S Geogase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ® Ope StreetMap c_,rib.ors, and the GIS User Community, Microsoft, Monroe 600 300 1 0 1 600' County and Stetson University El 1 2 3 4 5 6 7 8 Extent indicator j Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant V( m"A STETSON Baseline Hazusdo i� + Conducted: �a UI�d]ll, 1 ' w CL ARVIEW �;. Page 19 of 3012018 Florida GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[1] Catch Basins(100YR HAZUS)[1] A QQ Injection Wells[1] ID Injection Wells(100YR HAZUS)[1] B � B �4. t't' c �. c D D E y. E a F F G G N R'+F. H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch a (Hong Kong), swisstopo, ®Ope ntrihu StreetMap co ors, and the GIS User Community, Microsaft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-5-65 Grant / - STETSON Baseline Hazus i Ir Conducted: I 'f� �1hdl1t, 1 f CL ARVIEW � m 2018 Florida GEOGRAPHIC y.tip Page 20 of 30 Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[8] Catch Basins(100YR HAZUS)[8] A Injection Wells[4] Injection Wells(100YR HAZUS)[4] Out-Falls[1] Outfalls(100YR HAZUS)[1] B a c C D O D = c � B14 A — hr .tom -.. I,.... � ` r c�- /1VP rY11Y;; Ft — U 21 _ E w (t it E • LL Ave 110i P D C7 el WpC`' J �'P � t; J F t,r_e C rarrese�L� c�`�' F G e Ave C3 �a N T6'�E H Sources:Esri,HER:,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 GeoQase, IGN, Ka aster NIL, Ordnan a Survey, Esn Jaran, METI, Esn China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS Jser Community, hlicrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant V STETSON Baseline Hazus Conducted: ��I�dl1t CL ARVIEW Page 21 of 30 ' 2018 Fluida GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A = Catch Basins[2] Catch Basins(100YR HAZUS)(21 A © Outfalls[2) Q Outtalls(100YR HAZUS)[2] B B c c FI I' '.16 n D D Ulnr Ln Ef E E n F F G n,hi_, G I-I Sources:Esn,HER —Garm in`,Intermap increment P Corp.,GEBCO,USGS,FAO,NP$,SACAN, H S GeoBase, IGN, Ka aster AL, Ordnan a Survey, Esn Ja n, METI, Esri Ch _ .(Ffong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS User Community,Ricrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant �-'� STETSON Baseline Hazus I Conducted. � � �I�dllt ll ' V011-1 CL ARVIEW r" 9 Page 22 of 30 2018 Florida GEGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 6 Stormwater Infrastructure Inundatation Status A — Catch Basins[2] Catch Basins(100YR HAZUS)[2] A Q Injection wells[1] Injection wells(100YR HAZUS)[1] 6 `a B Gees K C C D I ��, D t�iyer Rr D • c � E E f' c n 7 r J IF F G - G 44t u-iger K y N R'+F. H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,LISGS,F Q NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), .isstopo, © Ope aster contributors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 1 4 1 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a° NOAA R/C-S-65 Grant STETSON Baseline Hazi " Conducted: GIIIt „ CL ARVIEW Page 23 of 3012018 Florida GEGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A Catch Basins[40] Catch Basins(100YR HAZUS)[401 A ❑D Outfalls[6] Q Outfalls(100YR HAZUS)[61 B B C C ire y D D ti 1- r, 9 y Raccoon 1,ey E ,:�f E ■ 4�r F �i F G G ■ Al N W E H + Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, Cr) Ope StreetMap contrib rs, and the GIS Jser Community, Nlicroscft, Mon4?S,.y 600 300 0 `"' '''` i 600, County and Stetson university 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant �-'� STETSON Baseline Hazus ' V Conducted: Sea Gant 1 �' V14/1 CL ARVIEW r'" Page 24 of 3012018 Florida GEOGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A = Catch Basins[14] ■ Catch Basins(100YR HAZUS)[14] A M) Manholes[5] Manholes(100YR HAZUS)[51 0 Outfalls[4] Q Outfalls(100YR HAZUS)[4] B Q B C c ■ D D E E ■ ■ F ■ :. ■ F G ® G N R F. H Sources:Esri,HERE' Garmin,Intermap increment P Corp.,GEBCO,USGS,F ,NIPS,NRCAN, L{ S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS Jser Community, licrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Ai, Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant " STETSON Baseline Hazus Conducted. �I�dl1t W CL ARVIEW Page 25 of 3012018 Florida WI GE&GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inunclatation Status A Catch Basins[58] Catch Basins(100YR HAZUS)[58] A Q Injection Wells[1] Injection Wells(100YR HAZUS)[1] M) Manholes(10] Manholes(100YR HAZUS)[10] ❑D Outfalls[2] Outfalls(100YR HAZUS)[2] B B c C rtta�3au. �fiD r.Ii;,._ l7 1st.Ave 1sl Ave D CID 47'ka S MOW D rrJ Ave 1 rt1 _ � 77) .[; ry xG I■ 3 r Ave E _ �'� 'd Ave E Ftoe;yn i n It Ave IF 8Ih Ave r7, 10th Ave C, 0 111h AwS 0 1211 ice. �n N V1' E H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H 5 GeoBase, IGN, Kaaster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' Ccunty and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant V �-' STETSON Baseline Hazus 1 Conducted: ��[] (l]"d]lt, w � GEG C�KARVIEW Page 26 of 3012018 Flolila Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 5tormwater Infrastructure Inundatation Status �o A - Catch Basins[16] Catch Basins(100YR HAZUS)[161 A Outfalls 131 Q Oulfalls(100YR HAZUS)[31 P - If B � B �a IL h"�lit(J6Cri tslan i C ■ C D D E E F F G G N VF'+E L{ Sources:EsrL HER ,Garmin,Iniermap increment P Corp.,GEBCO,tJSG5,FAO,NIPS,NRCAN, H 5 Gec Base, IGN. K ter NIL, Ordnan a Survey, Esr[ Ja n, METI, Esn China (Hong Kong), �hrisstopc. © Opee eetMap contrihu ors, and the GI5 ser Community, rlicrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a° NOAA R/G-S-65 Grant /4 STETSON 9 Baseline Hazus eNnt �I 'Conducted: � CL ARVIEW ry LL page 27 of 3012018 Florida GE GRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure f- ~"i Inundatation Status A -E.i Catch Basins[25] kr�G Catch Basins(100YR HAZUS)[25] A M) Manholes[7] Manholes(100YR HAZUS)[7] ® Outfalls[2] ■ Outfalls(100YR HAZUS)[2] V B B tytcl lk?I PNe' C C rode.�i, M1'�Wars D c tr D E ttti E � rrn3L l IF Alrput t Blvd p Governmeril Rd G G Key V'le�t Ir�t'1 N �\ F. H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F Q NPS,NRCAN, H ti GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri J. n, MET I, Esri China (Hong Kong), swisstopo, Q Ope StreetMap contribu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIGS-65 Grant V ° STSON Baseline Hazus Conducted: Gent CL ARVIEW Page 26 of 3tl 2018 Florida 1W.1 GEOGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A Catch Basins[33] I,_,• r 1 c; ■ Catch Basins(100YR HAZUS)[33] A C Injection Wells[12] O Injection Wells(100YR HAZUS)[12] M) Manholes(10] t♦ Manholes(100YR HAZUS)[10] ® Outfalls[12] ® Outtalls(100YR HAZUS)[12] E S B rrrt"'Scat Roy 1 �E;11 ,�� o5e `mac '• e v o'� �. Y� 1' D �4 �� s� l� D va Gestic, , - E ■ E J 011111111i F `sr t:Jr �N E. '1' roj Allan Shores H 1 '7i- Sources:Esri,HER:,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S {. G,gbBase, IGN,. Ka Jaster NIL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), isstopo, © Ope StreetMap contrihu ors, and the GIS Jser Community, icrosoft, Monroe 600 300 1 0 ©t Pti �'" County and Stetson University 1 2 3 4 5 6 7 8 Extert Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant STETSON Baseline Hazus Conducted: Sl�l! Gent L Cl- ARVIEW Page 29 of 3012018 Florida GEOGRAPHIC Map Series 5: Monroe County Stormwater Infrastructure Inventory with Vulnerability to Hazus-MH 100-Year Coastal Flood, Baseline Condition (1992 Sea Level) 1 2 3 4 5 6 7 8 Stormwater Infrastructure Inundatation Status A - Catch Basins[18] Catch Basins(100YR HtAZUS)[1s] A Q Injection Wells[13] Injection Wells(100YR HAZUS)[13] ❑D Outfalls[5] Outalls(100YR HAZUS)[5] B B , C C rrrr.7 A✓s D D �tj'wal , Si t a E r� i.,�i�.r�i., �� a E 1 L �} . F tG Kea 1 F y .ti3. N �r R' F. H - Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS-`NRcaN, H S � GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja an, METL. Esri Ch a (Hong Kong), r L swisstopo, ® Ope StreetMap contribu ors, and the GIS User Community, Npicrosoft. Monroe 600 300 0 6*. t, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant V 141STETSON Baseline Hazus Conducted: �[� �11�dllt, 1� ¢ CL ARVIEW Page 30 of 3012018 flwida w GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to HazuS-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 a Stormwater Inventory Inundatation Status A ❑p Trench Drains[1] M Trench Drains(1c0YR HAZIIS)[1] A B B c C D D E E i lktr magne r;l { F r.1.,1;: �u.,.Elrl F 0�0 ��6 G hd in t7r(4 G urfwrr�w�3m Cr z n Ralntu r, I H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,F 0,NIPS,NRCAN, H g =.tlOntlC UrGeo6ase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, Mili Esri China (Hong Kong), swissiopo, Q Ope Streeti contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1j 2 3 1 4 5 fi 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant °mom STETSON 2100 Hazus Conducted: sea Gr It CL ARVIEW Page 1 of 30 Florida 2018 -b GE GRAPHIC �,.-+ Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[74] ® Trench Drains(t00YR HAZUS)[2] A 0 Manholes[32] Manholes(100YR HAZUS)[31] IN Trench Drains[2] Catch Basins(100YR HAZUS)[72] B B e Sunlmerl nr5 Fa C C �'i F•'•r ri D D t:Li�7fn:r L' 4.�ih' Garden Cov E � °' Ni End Rd E li RJ Jim F = � F G P,, Key G ,� a ar�g+o n H urces:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S Geo6ase, IGN, Ka aster NL, Ordnan a Survey, Esri J. n, METI, Esri China (Hong Kong), swisstopo, ©Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 D 6D0' County and Stetson University 1 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling r NOAA R/C-S-65 Grant � � ��,_ STETSON 2100 Hazus { ( Alt Conducted: �) (� (jr `'' GE G C�KARVIEW ��. + Page 2 of 3012018 Florida Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory �� Inundatation Status bonila Ave o A p Trench Drains[8] m ;a�� [3 Trench Drains(100YR HAZUS)181 A O B wen D B B Ryai Ave J/ Lneb Ave YLAMM Lee Ave h C i �` Kiriy Ave C Al a 7^ La3rre Ln D D I lg J� C! E E Avet,o- ^ti Q Key La o, F F 13 G G u; T. n WF. L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USGS,FAO,NIPS,NRCAN, H S Geogase, IGN, Ka aster NL, Orcinan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstopo, 0 Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator �` Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �u; STETSON 2100 Hazus Ilk Conducted: eaV�I�i�ll Ff CL ARVIEW Page 3 of 30 12018 Florida MW GEOGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[9] [3 Trench Drains(100YR HAZUS)[7] A B B C C LA ML" 0 D M D Irk, .a c J w?`k li5li Arr hJ E ,. Icl n Snapper Avu E Y 1 - SF N rirr'Av:7 :L ✓R TrrnsYlva ii,a A, ® Crar- St IF P OF rJ s 3Y ti '. r''.I•- ` ® r*r,rite St G ° o G ¢ a — GIwts St - r N the ro I St N' F. I-{ Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S - GeoBase, IGN. Ka Jaster NL, Ordnan a Survey, Esri Jar an, METI, Esn China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 _ r 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator A Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 4� STETSON 2100 Hazus - Conducted: �rdllt CL ARVIEW Page 4 of 30 2018 Florida , GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Crtn FNampM�n Inundatation Status A - Catch Basins[11] t;°y Largo M Trench Drains(100YR HAZUS)[6] A ® Trench Drains[7] to L r t i P.lahoga ey !r ` B Lignunt Vd.rr Io 2 B E G nAoo Ill Lt r _t o LL v� rs _ c C t = n C k n � c ' t _ � D An = Sth Ln I " a ri Si^son I Samson R I E rh L ill I E A gay lg G a d F ArIll s F G G N ii'�E L{ Sources:Esri,HER ,Ga4nn',Iniermap increment P Corp.,GEBCO,USES,F O,NPS,NRCAN, H s Geo6ase, IGN, Ka Jastey,rl)III,,,Ordnan a Survey, Esri JaF an, METI, Esri Chi a (Hong Kong), swisstopo, 0 Ope Streell contrihu ors, and the GIS User Community, i Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling A° Ni R/C-S-55 Grant `V Al'"' STETSON 2100 Hazus - Conducted: ��d�ll alit, f MA) CL ARVIEW Page 5 of 30 2018 Florida GEGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to HazuS-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[5] Trench Drains(100YR HAZUS)[9] A EJ Trench Drains[9] B B C C D a D in A. ;f A,., n Lie C CP ve 17Lk C e �N Au n u A L[ t A'ry otkv A 2rd Ct c F F G G IN fir NY H Sources:Esri,�H�l# ,Garmhr,Irtermap increment P Corp., CO,USES,FAO,NIPS,NRCAN, H S Geoaase, IGN,. K' aster Nt, Ordnan a Survey, Esn Ja 'MEYI, Esri China (Hong Kong), swisstopo, © Ope treetMep con trihu ors, and the GIS Isar Community, hficrosoft, Monroe 600 300 0 600' County and Stetso'' niverst 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON 2100 Hazus (( (� + Conducted: Stul �I�dllt <r ` CL ARVIEw Page 6 of 30 Florida2018 GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A f Catch Basins[38] M Trench Drains(f00YR HAZUS)[71 A ® Trench Drains[101 ■ Catch Basins(100YR HAZUS)[241 B cy .� Kev Lail P k c� }, ,� C 0 D A D O Q u s hlaq EirE y^ Gia nj a IF t:r _ I.,crl ke Dr Zport 7 7 F AA IE kJ P1:, 141 J ,�� W+E ��' Q4 H Sources:ii HER ,Garmin,Intermap increment P Corp.,GEi USGS,F O,i NRCAN, H S ,�+"= �o GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jai METI, Esri China (Hong Kong), swisstopo, ®Oper Streeti contrihu ors, and the GIS iser Community, icrosoft, Monroe 13 9✓300 My Lin , 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant STETSON 2100 Hazus Cond acted: f vlat I p �b» I �:.;+o m Page 7 of 30 2018 Florida GEG APHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 r t Stormwater Inventory r.� Inundatation Status A O Trench Drains[12] rr ® Trench Drains(100YR HAZUS)[12] A ::r .E u'I'.; ... c a Thompson East Dir ra II .1 :.. B ,n C r I4 C C P 11 Rd I`a i - O U c� i - o D 0iall jy D 0 l;urrute PI E E ® L�rrl�ur .111 S rP,fv Or F F c v G G N R' E L{ Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCQ,USES,F O,NPS,NRCAN, H s Geo6ase, IGN, Ka aster i Ordnan a Survey, Esri Jaran, Mi Esri China (Hong Kong), swisstopo, © Ope Streeti contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator °° Stormwater Inventory & Resilience Modeling a° NOAA R/C-S-65 Grant � / ,� NOA Hazes � r� r ` STETSON Conducted: l)�d�I�i�ll I �' g CL ARVIEW 2018 GEGRAPHIC � ° m Florida Page 8 of 30 Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A El Trench Drains[2] ea [3 Trench Drains(100YP HAZUS)[2] A h. B B C C D D E E c a b O' <;aspa 101la L)r G C` d G c� Pr r l JVol, y Ole n N ` y t 4�� %�� `rS, �. H Ni F Sources:Esrii,�HER ,,�armin,In�rmap increment'P Corp.,GEBCO,USGS,FAQ NPS,NRCAN, H. S GeoBase, IGN. Ka aster NL�6rdnan ,Survey, "n Japan, METI, Esri China (Hong Kong). swisstopo, © Ope StreetMap c6ntribu ors;aT.d the GIS Ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson Urivelsity 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling A° NOAA R/C-S-65 Granter STETSON 2100 Hazus - Conducted: 61, f CL ARVIEW ` Page 9 of 30 12018 Florida GEGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 i IF 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A F7 Catch Basins[10] M Trench Drains(t00YR HAZUS)[3] A v,) Manholes[6] Manholes(100YR HAZUS)[6] ❑� Trench Drains[3] Catch Basins(100YR HAZUS)[10] B Q, t C 4, C 43 ell D r�G D r,. cr Sunset Point E E off,, No;th; F yG. 9�tc (7 J� 0y 4 `ds - a0 G O G c o�Jr �1 F. L{ Sources:Esri,HER:,Garmin,Iniermap increment P Corp.,GEBCQ,USG3,FAO,NPS,NRCAN, H S Geogase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), pe swisstopo, © OStreetMap contribu ors, and the GIS iser Community, IN licrosaft, Monroe 600 30Q I 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant V �� STETSON 2100 Hazus Conducted: �� I�i�ll ' CL ARVIEW Page 10 of 30 2018 Fl rl a GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazrl 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A p Trench Drains[5] [3 Trench Drains(100YP HAZUS)[51 A B B C ems"` C A4 ft 0 t D D v E E ^atnCl61 0 lr0 i� F F m t c rL.to[Ct� G G 5� St rf,5h Ln 11M1 W N F. H §Wfces: =sn,HL4 Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S GeoBase, IGN. Ka aster NIL, Ordnan a Survey, Esri Ja n, METI, Esn China (Hong Kong), swisstopc, V Ope StreetMap contribu ors,. and the GIS User Community, Microsoft, Monroe 600 300 0 600' Coupty.and Stetson University I 1 2 3 1 4 5 j 6 7 8 Extent Indicator e Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant '°°" STETSON 2100 Hazus " Conducted: Gant 1 ' CL ARVIEW Page 11 of 301 2018 Florida w a GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory 5t rfish Ln Inundatation Status A - Catch Basins[25] ® Trench Drains(100YR HAZUS)Ill A ® Trench Drains[1] r'tlrove L ■ Catch Basins(100YR HAZUS)[25] Iiean 1.n B B Uleandr� .:r C Al n - C t;arkirrn 51 'U 3 T. x w D � 4 D �I.rlir,r i;,IO � _ ya ,p• 1,' ...,.Irw ^,d - O a41 E ,z�` r � � E C ' tJ ✓U F v! av rnier i tile Ave N P G F J�i ke `su '�' G _ R'- E H `� Sources:Esri,HER ,Garmin,in, increment P Corp.,GEBCQ USGS,E O,NIPS,NRCAN, H 1.i'.ir7irL C' GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap c_ntrib.ors, and the GIS ser Community, Microsoft, Monroe 6 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-55 Grant `� / AN STETSON 2100 Hazi (�` Conducted: ��d Urpt CL ARVIEW ` Page 12 of 30 2018 Florida GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A El Trench Drains[4] [3 Trench Drains(100YR HAZUS)[4] A B B C C D D Conch E ti a, E F I F G G L N H R+It..,.. � t Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja an, METI, Esri China (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 1 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator m` Stormwater Inventory & Resilience Modeling r"n N0AA R/C-S-65 Grant V �°°, STETSON 2100 Hazus Conducted: �,� GIc IIt f CL ARVIEW Page 13 of 3012018 Florida GEGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Q Injection Wells[2] (:3 Trench Drains(100YR HAZUS)[i] A ® Trench Drains[1] +� Injection Wells(100YR HAZUS)[2] B B O` � N C. Cr Duck K D L,, L7 Ci �ro 4 C1A j h E w E e fin' 8 v ie W C;+ F r,1�t Dwli,Kett' F e�tr, ; . n G G N W�E I-{ Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, f{. 5 Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Ja an, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling A° NOAA R/C-S-65 Grant VSTETSON 2100 Hazus ' Conducted: Sea Gant CL ARVIEW ` Page 14 of 30 2018 Florida GEGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[2] P,new d L . J O Injection Wells(100YR HAZUS)[31 A Injection Wells 131 ■ Catch Basins(100YR HAZUS)[2] 18th n Palm I i B All ini or B � c J J 19th Zil 7 �' ollerlch Gr r= G� HibSCLS Car Lytto r'J�; C ;>, n J C in I Fd,,.ir. F)1 rn, Q Q rr W nurn-c N D r u Avenue 3 Lo J Nathali F® Ave ne E E E -� Avenue " L V o p ieYhOlynd F i0 Pine Ke ll Fu't F g Ave nuw Av�nu 0verseas0H y� _. t G l i•,, G ar re N W+H Sources:Esri,HER ,G.armin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Orcinan a Survey, Esri JaTan, METI, Esri China (Hong Kong), swisstopo, ®Ope StreetMap contrihu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 i 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant / �° STETSON 2100 Hazus Ir Conducted: ( J dllt GF G IEW @` � Page 15 of 3012018 Florida Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 .11 1 r _ua i.'_ , Stormwater Inventory Inundatation Status A - Catch Basins[3] pica Trader R, Injection Wells(100YR HAZUS)[2] A iQ Injection Wells[2] a, ■ Catch Basins(100YR HAMS)[3] r ' 1'ime kd S ® Ouffalls[1] - Outfalls(100YR HAZUS)[1] f fed u — cJ B B �mey End RJ Grinka Ct t C C Henry L n i __ �' Ov b'seas�Hwy r d D rte Channel R Angeifrsh lid c � E r' E - i u 0 x LF1 Ll 7 r� F F Newrfpuni Elvd G G N W+E H Sources:Esri,HER ,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRGAN, H S G.Base, IGN, Ka aster NL, Ordnan .in., Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, ® Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 1 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling a" NOAA R/C-S-65 Grant �� STETSON 2100 Hazus ( rr Conducted: t) (� (J dIlt, r V0111 GEL G AIEW r Page 16 of 30 2018 Florida Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[5] (+ Injection Wells(100YR HAZUS)[21 A Injection Wells[21 Catch Basins(100YR HAZUS)[5] B B C C D — '+Overs aswNwy D ftrrtry tit ?6ea17 O1',�f E E IF l F G G N R' E N Sources:ii HERE Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, L{ S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja an, METI, Esri China (Hong Kong), swisstopo, Of Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator s` Stormwater Inventory & Resilience Modeling ruoaa Ric-s-65 Grant U��' / , STETSON 2100 Hazus rE 9 Conducted: GI IIt CL ARVIEW g 2018 � GRAPHIC �'� Page 17 of 30 Florida GE Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory bear t ri Inundatation Status A - Catch Basins[1] I o.,lrtee Ln Catch Basins(100YR HAZUS)[1] A ❑D Ouffalls[11 — d Outfalls(100YR HAZUS)[1] larlr;ri n `�,7t16r•f� n Ali l., u q L,- B B `,umm=r F it Royal Li Lri-iF,nLi C C D D F r E Jfbr E th Hawklr�Lt Ar F F 'o hn Ave ry Ln ra J+tk CIr G rya; G r n'. la ti 4F F. Sources:Esri,HER; Garmin,Intermap increment P Corp.,GE9CO3 USGS,FAO,NPS,NRCAN, H. S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esn Ja an, METI, Esn China (Hong Kong), swisstopo, © Ope StreetMap contribu ors,. and the GIS User Community, Microsoft, Monroe 600 300 —0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �� STETSON 2100 Hazus - 9 Conducted: 61, CL ARVIEW Page 18 of 30 2018 Florida GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A CI Trench Drains[10] ® Trench Drains(100YR HAZUS)[10] A J ejS B rt p,je N ist Ave r C _ C t ' ats� Im D D ath A,, 'yth Av. ® 11 J E E "th Ave 1A 701 8th Ave' ' F F t` G G N W E L{ Sources:Esri,HERE Garmin,Iniermap increment P Corp.,GEBCQ,USGS,F O,NPS,NRCAN, H S Geo6ase, IGN, Ka aster NL, )rdnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), ibu swisstopo, © Ope Streeti cons ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling Ni R/C-S-65 Grant � STETSON 2100 Hazus d0 9 Conducted: Se Conducted: , CL ARVIEW Page 19 of 30 9 2018 Florida °� � GEGRAPHIC ` Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[1] O Injection Wells(100YR HAZUS)[1] A Injection Wells i1] ■ Catch Basins(100YR 1[1] B B C �. C l� D �� D a` t E y. E a F F G G N R F, I-{ Sources:Esri,HER Garmin,InYrrmap increment P Corp.,GEBCO,USGS,F Q NIPS,NRCAN, H S Gec Ba se, IGN. Ka aster NIL Oran a Survey, Esri Ja n, METI, Esri China (Hong Kong). swisstope, © Ope StreetMap c.ntribu ors, and the GIS Jser Community, Microsoft, Monroe 600 3o0 o 600, County and Stetson University 1 2 3 4 51 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant STETSON 2100 Hazus - Conducted: Gant CL ARVIEW ` Page 20 of 3012018 Florida GEOGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[8] 0 Injection Wells(100YR HAZUS)[41 A (�) Injection Wells[4] Catch Basins(100YR HAZUS)[8] 0 Outfalls[1] Outfalls(100YR HAZUS)[1] B B C C 0 D 0 u D r Big -1000 CArt-,Itt -., a `�. , E E E (`' t E Lr� u w E A e nu _.a 000 [i 'N 000 rty A v e me C, m u c ® O el4 O t J F A^venue E rxr cN`� F IN R F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,,NPS,NRCAN, H S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Esn Ja an, METI, Esri China (Hong Kong), swisstopo, © Oper StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600 County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator J Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant 1 , �° STETSON 2100 Hazus �` - Conducted: Sl�1l 61, CL ARVIEW 9 2018 Florida GE GRAPHIC Page 21 of 30 Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[2] Catch Basins(100YR HAZUS)[2] A 0 Ouffalls[2] ® Ouffalls(100YR HAZUS)[2] B B C C VA FI F.Viit- l �y D D L litl3 Ln E E i f� F F AvcnL u; G Shor G N — _ - H + Sources:Esri,HER �Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NP3rV1 CAN, H S GeoBa se, IGN, Ka aster NIL, Ordnan(a Survey, Esn Ja n, METI, Esn Ch (.#bong Kong), .isstopo, © Ope StreetMap contribu ors, and the GIS User Communj% icrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NOAA R/C-S-55 Grant° STETSON 2100 Hazus . Conducted: tl ��li"dllt r w � GE G IEW Page 22 of 30 201 8 Florida Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MH 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A = Catch Basins[2] Q Injection Wells(100YR HAZUS)113 A Injection Wells[1] ■ Catch Basins(100YR HAZtJS)[2] B B C C D , D t�iyer i; n E E 7 c J F F G G r n R' F. Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F C,,NIPS,NRCAN, L{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja an, METI, Esri China (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 1 5 1 6 1 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIC-S-65 Grant �� STETSON 2100 Hazus - Conducted: 61, 1 F'1 CL ARVIEW 9 Page 23 of 3012018 Florida VVIF, GEGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A Catch Basins[40] M Catch Basins(100YR HAZUS)[401 A ❑D Ouffalls[61 © Outfalls(100YR HAZUS)[6] B B C C i,i�ey D D ti 1- r, 9 y Raccoon ey E ;:��f E ■ F �i F G G N W E H + Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, Cr) Ope StreetMap contrib rs, and the GIS iser Community, Nlicroscft, Mon4?e,., 600 300 0 "'• 600, County and Stetson university 1 2 3 4 5 6 7 8 Extent Indicator j Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON 2100 Hazus - Conducted: S Gant CL ARVIEW Y" o Page 24 of 30 LL 2018 Florida GEOGRAPHIC � Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MI 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[14] Manholes(100YR HAZUS)[5] A v) Manholes[5] Catch Basins(100YR HAZUS)[14] Outfalls[4] Q Outfalls(100YR HAZUS)[4] B a B C C D D OF E E F F G G N W F. H Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H' S Gec Base, IGN, Ka aster NIL Ordnan a survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling r NOAA R/C-s-65 Grant �°�, STETSON 2100 Hazus - Conducted: 5111E 61, 1 F' CL ARVIEW ` Page 25 of 3012018 Florida 1,W1GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory " Inundatation Status A - Catch Basins[58] 46 Manholes(100YR HAZUS)[10] A (1) Injection Wells[i] Injection Wells(100YR HAZUS)[1] 0 Manholes[10] Catch Basins(100YR HAZUS)[58] Outfalls[2] Outfalls(100YR HAZUS)[2] B B �.. wY OvLc. C - _ C K , r,t�. Dc rim ldAve �n r"J A'e 1nJ - ■ ~ - ■ E _ ,d Awe E 1;119 Aye Cl) GI, � ■ ■ `Jt 7ih Ave F 'III A'Wt F 1. !I,A'. G t i;li a.:�ti10 0 G 74 121Ii _ N V1' E H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H 5 GeoBase, IGN, Ka aster i Ordnan a Survey, Esri Jaran, Mi Esri China (Hong Kong), swisstopo, © Ope Streeti contrihu ors, and the GIS Jser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-55 Grant V �-� STETSON 2100 Hazusi1t Conducted: S[d(ll"dllt, w � GEG A]PHIC r� Page 26 of 3012018 Florida Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 r. Stormwater Inventory Pie Inundatation Status A = Catch Basins[16] Catch Basins(100YR HAZUS)[16] A ❑D Ouffalls[3] [M Outfalls(100YR HAZUS)[3] B B IL h,rnr=..n i•.L+i r i C C D D E E F F G G N yA�F ...i,.,nn1 H _ rces:Esri,HILRE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, f{ S Gec Base, IGN, K ter NIL, Ordnan a Survey. Esri Jaran, METI, Esri China (Hong Kong), " wisstopo. Cl) Ope eetMap contribu ors, and the GIS User Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �r MR- STETSON 2100 Hazus ram` - Conducted: Se Gant CL ARVIEW Page 27 of 30 2018 Florida '� GEOGRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory 1, Ater+ Inundatation Status Conq A -Ei Catch Basins[25] h✓�U lManhcles(100YR HAZUS)[7] A M) Manholes[7] ■ Catch Basins(100YR HAZUS)[25] Ouffalls[2] M Outfalls(100YR HAZUS)[2] y' B B P,ie C C D t tr D E nt E IF Airpu r t Blvd F Governmer t Rd G G r, r n R'+F. L{ Sources:Esri,HERE,Garmin,Iniermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H s GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, Ml Esri China (Hong Kong), swisstopo, ©Ope StreetMap contrihu ors, and the GIS ser Community, Microsoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 4 V �� STETSON 2100 Hazus - Conducted: �d(jj�p � CL ARVIEW m Page 28 of 3012018 Florida IWI GE GRAPHIC Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-MI 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 5 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[33] I,_,,•;tt.y,� I Manholes(100YR HAZUS)[10] A (1) Injection Wells[12] Injection Wells(100YR HAZUS)[12] M) Manholes[10] ■ Catch Basins(100YR HAZUS)[33] ❑o Outfalls[12] ® Outfalls(100YR HAZUS)[12] B 't ®t psi B C' trt�r Bear ftr,K 1 �v C � e ~ �Lo 1`41 340■ ,ya. tip, D e i D E ■ ■ E F V., F Am G r� � Y G f� ` /M1� Aflau- Shores M F. H �J Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEl USGS,FA O,NIPS,NRCAN, H s G,gb6ase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jarn, METI, Esri Ch a (Hong Kong), .,.isstopo, © Oper StreetMap contrihu ors, and the GIS Jser Community, icrosoft, Monroe 600 300 0 600, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant Sea 4 V A�� STETSON 2100 Hazus - Conducted: �� ldll , 1 CL ARVIEW 2018 GEGRAPHIC 1!�,"r._.� � Page 29 of 30 Floridaflorila Map Series 6: Monroe County Stormwater Infrastructure Inventory with Potential Future Vulnerability to Hazus-NM 100-Year Coastal Flood, 2100 Intermediate-High(4.13') Sea-Level Rise 1 2 3 4 s 6 7 8 Stormwater Inventory Inundatation Status A - Catch Basins[18] (D Injection Wells(100YR HAZUS)[13] A Injection Wells[13] Catch Basins(100YR HAZUS)[18] ❑D Curtail[5] Q Outfalis(100YR HAZUS)[5] B B C C rrrr.7 Ays, D D J.d (,,IIF GyK ;A' C 1 N �r R' F. H -, Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS-`NRcaN, L{ S ---- GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Ja n, METL. Esri Ch a (Hong Kong), swisstopo, Ope StreetMap cantnbu ors, and the GIS see Community, icrosoR. Monroe 600 300 0 600, County and Stetson University I 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-55 Grant ' STETSON 2100 Hazus Conducted: UI�dl1t, I f AMU CL ARVIEW Page 30 of 30 2018 Florida 1 GEOGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 Old 10.01 -20 F +des 20.01 -30 30.01 -40 B B Swan y C C Izz D D ;l E E DIM F F e-44 G G __Lci n F F{ Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GE6CO3 USGS,FA O,NPS,NRCAN, F{ S GeoBase, IGN, Ka isster PAL, Ordnan a Survey, Esn Jar an, METI, Esn Ch na (Hong Kong), swisstopo, O Ope StreetMap contribu ors, and the GIS User Community, icrosofl, Monroe 2,50 1,2 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant V �~ STETSON DA Base co:r-�, Conducted: ��UI"�11 & CL ARVIEW �r�-�� 2018 Florida 11� GEeGRAPHIC 4t-r-�' Page 1 of 35 Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment Lo«. A Millions of Dollars r A V R B B r I D D t.ln1r71r �y E E E I F F 4 I I 4 Ci Ci N F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCQ USGS,FA O,NPS,NRCAN, F{ S Gec Ba se, IGN, Ka J.5ter NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), .isstapo, 0 Ope StreetMap contribu ors, and the GIG Jser Community, t ficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-s-65 Grant ,Iiws STETSON DA Base maoj:/ Conducted: Sea,brunt0 � CI ARVIEW Page 2 of 35 2018 Rorida w � GE GRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment ragna John:,on A Millions of Dollars hey Largo A 0 10 l,mmocl 30.01 -40 B B C C r .. L:ra dP D r . largo D c ay�d�ae "adltre e tugrr E E F fj F G U G n 6\ F. 7 H Sources Esn,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, H S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, Mi Esri China (Hong Kong), swisstopo, U Ope Streeti contribu ors, and the GIG Jser Community, i Monroe 2,500 1,250 0 2,50 County and Stetson University 1 2 j 3 1 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base ,so/ Conducted: Sea jant 1 ' r Cl- ARVIEW Page 3 of 35 2018 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars ' _ A r B (�� B I CoDw Key C u rl C D D LiFlt= � ri E�Ls, L r E E F F G G N H Sources:Esri,HER ,Garmin,Interm p incre(ey, P Corp.,GEBCQ USGS,F O,NPS,NRCAN, F{ S Gec Ba se, IGN, Ka aster NL, Ordn n e SvEsri Ja n, METI, EsriCh a (Hong Kong), swisstcpo, U Ope StreetMap contr bu ors, he GIG Jser Community, MicroscH, Monroe 2,500 1,250f 0 2,500, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling R/C-s-65 Grant uM STETSON DA B � � DA Base - Conducted: Sea br'ant I ° � CL ARVIEW Page 4 of 35 f�mmcu�/ 2018 Florida w GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 8 6 c C D D df E E F F G G RF{ }{ Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S /} GeoBase, IGN, Ka aster NL, Ordman a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), 1rrr�'' swisstcpo, Of Ope StreetMap contribu ors, and the GIG User Community, Pficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant uM STETSON DA_Base Conducted: lJ�(� Qnant CL ARVIEW Page 5 of 35 2018 Florida w GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-1° 10.01 -20 20.01 -30 50.01 -60 C C ,I D D E E F F G 1r G [r 4E I RatlatMt N N' F. H Source sri E Garmi ,Inte ap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, F{ S GeoBase, N, aster Ordn a Survey, Esri Jarn, METI, Esn Ch a (Hong Kong), swisstopo, © S ap contri ors, and the GIG ser Community, Microsoft, Monroe 2, 1 2,500' County and Ste o w rsity 1 2 3 4 1 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling R/C-s-65 Grant DA Base "��°°r••� STETSON DA_ - Conducted: Ilea 61a]it 0 CL ARVIEW Page 6 of 35 2018 Norida fo GE GRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 40.01 -50 B a r . 6 50.01 -60 I_ritau E .;_ ry C .. C 0,'60 D irn,) D a E E F F I I G G N }{ Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBa5e, IGN, Ka J.ster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS Jser Community, t ficroscft, Monroe 2,500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Baseco:Po/ " Conducted: Sea brant fo CL ARVIEW Page 7 of 35 2018 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 B B C C D D D Gt.iiS of E h.leyorc= E F F G G N }{ Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO.NPS,NRCAN, W S GeoBase, IGN, Ka Jaster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIG Jser Community, Microsch, Monroe 50 2,500 1,2 0' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 GrantuM STETSON DA_Base ftt Conducted: Sea 61aflt CL ARVIEW Page 8 of 35 2018 Florida 1, GEeGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment 0 A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B 6 i c e Key Lary) Ta D D E E F F P b ntat io n G G M1 H Sources:Esri,HERE, Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, F{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esn Ja n, METI, Esri Ch. a (Hong Kong), swisstepo, © Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,2501 0 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA B STETSON DA_ ase " r-� - co:PO/ Conducted: Sep,hlant 6M) CL ARVIEW Page 9 of 35 2018 Florida w GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 -40 B B c C d D D E ri, Eda r , a r•..= F F Wtrtril y Ke G G N VV+E, }{ Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, r.{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contributors and the GIG User Community, Pficroscft, Monroe 2,500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base ftt Conducted: Sea 61aflt CL ARVIEW Page 10 of 35 2018 Florida w � GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B C C D o O E E F F G G 0 N R' F. }{ Sources:Esri,HERE,Garmin,Intermap increment P Carp.,GEBCO,USGS,F O.NPS,NRCAN, W n, METI, Esri Ch a (Hong Kong), VVs swisstcpo, Of Ope StreetMap contribu ors, and the GIG User Community, �,cro,cft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � �°�• STETSON DA_Base Ilk Conducted: U��ri�lit 11 '` CL ARVIEW Page 11 of 35 fFffim 20 1 8 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 20.01 -30 B B C r_ ulf cif C f"I D D E E I a F F G G N i' F. H T Sources:Esri,HERI Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD.NIPS,NiH S GeoBase, IGN, Ka aster i Ordnan Survey, Esri Ja n, MEII, Esri Ch a (Hong Konswisstcpo, OfOpe Streeti contribuje ors, and the GIG ser Community, icrosafl, Monroe 2,500 1,250i 0 2,500' County and Stetson"University 1 2 3 1 4 5 6 1 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base Conducted: Sea 61 pt Cl. ARVIEW f�Bu cujo/Page 12 of 35 2018 Florida °� � GEOGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 50.01 -60 B 6 C C D D 0 E E F F G G N H Sources:Esri,HERL,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O.NPS,NRCAN, H S GeoBase, IGN, Ka Jaster NL, Ordnan a Survey, Esri Jaran, METI, Esn Ch na (Hong Kong), swisstcpo, Of Ope StreetMap contribu ors, and the GIS User Community, Plicroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base Conducted: Sea 61aflt 11 CL ARVIEW Page 13 of 35120 Florida GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B F ' c Ci a o E n L a g Ft E Idle Lo�Ke Lony3 Kw Stake �rrrt� F F G G N H Sources:Esri,HERL Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, W S GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, MEII, Esri Ch a (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIG Jser Community, Pficroscft, Monroe 2,500 1,250i 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � �uM STETSON DA_Base jj:�W/ Conducted: Gi�lit f CL ARVIEW Page 14 of 35 2018 Florida w",W GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B C C D o D E �w E Geer G" 5" F e F G G N \ F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esn Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS User Community, P ficroscft, Monroe 2,500 1250 L 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°�• STETSON DA_Base so/ Conducted: Sea 61aflt � CL ARVIEW Page 15 of 35 i 2018 Florida GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 80.01 -90 B B v C C ON e a D E E F F G G �Nyy R' ?F. H Y Sources:Esri,HERL Garmfn,Intermap increment P Corp.,GEBCO,USGS,FA O.NPS,NRCAN, r.{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, MEII, Esri Ch na (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2,500 1,250i 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 GrantIlk � �°�• STETSON DA_Base Conducted: U��rilit 11 '` CL ARVIEW Page 16 of 3512018 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 rN B B C // C �J {� ,d'D E E F O F G G N Y1,+E }{ Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O.NPS,NRCAN, W S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2,500 1,2501 0 2,500, County and Stetson University 1 1 2 3 4 1 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 GrantuM STETSON DA_Base ftt Conducted: Sea 61aflt CL ARVIEW Page 1 of 35 2018 Florida w � GEeGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B 40.01 -50 0 G G enl D D 0 E E LYIP F F G G N \" F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ 5 GecBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,2501 0 1 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA B STETSON DA_ ase r-� - IF-Io/ Conducted: Sea 61'a]it °� ) CL ARVIEW Page 18 of 3512018 Florida 1,W1 GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 -40 B Q B C Q C m D '° D V o E E F F G G N f� A}' F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NIPS,Ni F{ S GeoBase, IGN, Ka aster i, Ordnan a Survey, Esn Jaran, METI, Esri China (Hong Kong), swisstcpo, 0 Ope Streeti contribu ors, and the GIG User Community, i Monroe 2,500 1,250 0 1 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base " Conducted: Sep,61"1 �fD ) CL ARVIEW Page 19 of 35120 Florida "�W1 GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 B B C C D orseasl4l xY D f] geva 'NIi1e`9t9 E E F F G G N �r r H '.. Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, S '.. GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esn Ch a (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIS Jser Community, Plicroscft, Monroe 2,500 1,250{ D 1 2,500' County and Stetson University 1= 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°�• STETSON DA_Base Conducted: Sea 61aflt i � CL ARVIEW aofff" ,zjjo/ �Page 20 of 3512018 Florida GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 B B C 0 s.s�e Ke5 C SAP D D r"" i E tir ram., �y E �y F F G G N R'+F. H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, W 5 GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, ME71, Esri Ch a (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIS ser Community, icrosaft, Monroe 2,500 1,2501 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 1 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base 717101-izu:oo/ Conducted: Sea Grant 11 '" CL ARVIEW Page 21 of 35120 Florida GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A B " B hEr PJJtnr h? C C a o E E C) F F I Sea,s,ti 1 G G .c N ear H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NiNiW S Geoi se, IGN, Ka aster i Ordnan a Survey, Esri Jai MEII, Esri Ch a (Hong Kong), swisstepo, U Ope Streeti contribu ors, and the GIG User Community, i Monroe 2,500 1,250i 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°�• STETSON DA_Base °" Conducted: Sea 61"1 CL ARVIEW Page 22 of 35 2018 Florida GE GRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B C C D D E E _ g F # L F r� rl, hl;rn G G N « F e H S cues:Esn, map Increment P Corp.,GEBCO,USGS,FAO.NPS,NRCAN, f{ S o IGN, I ajNrdna n a Survey, Esn Jar an, METI, Esn Ch na (Hong Kong), s s O r u ors, and the GIG Jser Community, Microsoft, Monroe 2,500 1,250 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling DA B R/C-s-65 Grant �M STETSON DA_Base r-� - Conducted: Sea[grant I �� w CL ARVIEW Page 23 of 35 2018 Florida GEOGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10P 10.0E -20 Q Qn _IWP c c n o E E Q F F G G N A\" F. H + Sources:Esri,HER 'Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, 0 Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,250 0 2,500, County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base " mcoo/ Conducted: Sep,6r�ant � �� CL ARVIEW Page 24 of 3512018 Florida "�WPPV' GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 -40 B B a C C D D d E E F F zip Clem F G G [ap N F. i•{ u e Es- H armin,Int incrementPAUFAO,NPS,NRCAN, �•{S G Bas I N, KaastNL, o a Survey, Esa (Hong Kong), swisstop pe Stree ap c ors, and the-CA icrosafl, Monroe 2,500 1,250 0 2,500' County a d Stetson Unive sity 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling DA B R/C-s-65 Grant STETSON DA_Base "� r•• - Conducted: Uic�lit CL ARVIEW ap'jo/Page 25 of 35 20 8 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars g A 0-10 10.01 -20 20.01 -30 L Me B 30.01 -40 To it h Kero B 50.01 -60 IdLain �c —r torada•Kcy Scrnac•H � � c Ci R�mrocf K�y D D E E F F G G N H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCQ,USGS,F O,NPS,NRCAN, H S GecBase, IGN, Ka Jaster NL, Ordnan a Survey, Esn Jar an, METI, Esri Ch na (Hong Kong), swisstepo, 0 Ope StreetMap contribu ors, and the GIG Jser Community, Microsoft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-s-65 Grant � "uM STETSON DA_Base " Conducted: ��I" lit CL ARVIEW Page 26 of 35 2018 Florida GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 B © B C C Q D < b D ,n E E � N.a F F G � G N }{ � Sources:Esri,HERE Garmin,Inte map incr)andt rp.,GEBCO,USGS,F O,NPS,NR AN, �.{ S GeoBase, IGN, Ka aster NL, O n e SJapan, METI, Esri Ch a (Hong g), swisstcpo, 0 Ope StreetMap contri a ors, IG User Community, Microsoft, nrce 2,50 0 County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant hi ��°'" STETSON DA_Base " izu:oo/ Conducted: Sea hi ant CL ARVIEW Page 27 of 3512018 Florida �� GEWGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment t A Millions of Dollars A 0-10 10.01 -20 D 20.01 -30 r> 40.01 -50 B B 50 01 -60 ud o �] ��••-Ove nm rl:u.! C C O D D E E F F G G N }} F. H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, f{ S Gec Ba se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esn Ch. a (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2,500 1,2501 0 2,500, County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant "�~ STETSON DA_Base ,,E�n co'-/ Conducted: Sea 61'a]lt 1 ' I CI. ARVIEW Page 28 of 3512018 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 20.01 -30 30.01 -40 4 B B C r.A. C p b tethe aeo- �a��st� D D E E t ".tldjoe Key- F F G n G �trL U �+� N �u 6\ F. H ap increment P ", MC. USGS F ,NPS. AN, �.{S Geo as IGrl;a� as er NL, Or an yM'Esri JaI, Esn Ch (Hon ong), etMap co tr s, a the GIG munity, rosofl Monroe 2,500 1,250 0 2,500 !tson' niver i 1 2 3 4 5 6 7 8 Extentinaicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � �uM STETSON Ilk DA Base Conducted: S �Iclit 1 r CI ARVIEW Page 29 of 35 20 1 8 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars 0-10 10.01 -20 20.01 -30 30.01 -40 i r Ci C D D nrr: E E F F G G N n 1} F, H Sources Esri,HER ,Garmin,Intermap increment P Corp.,GEBCQ USGS,FA O,NIPS,NRCAN, f{ S Gec Base, IGN, Ka aster PAL, Ordnan a Survey, Esn Jar an, METI, Esn Ch na (Hong Kong), swisstcpo, 0 Ope Streetl contribu ors, and the GIG Jser Community, I Monroe 2.500 1,2501 0 1 2,500' County and Stetson University 1 2 1 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �M STETSON DA Base Conducted: Sea h1afft 1 ' r CI. ARVIEW ,HM maj��/ 1"Wl Page 30 of 3512018 Florida GEGRAPHlC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 F.u131+taurxhPh 10.01 -20 h ys ti 20.01 -30 Cz B B C C D D E E Q F F G G n 1\ F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GE6CO3 USGS,FA O,NPS,NRCAN, F{ S Q GecBase, IGN, Ka aster NL, Ordnan a Survey, Esn Ja n, METI, Esri Ch na (Hong Kong), swisstopc, © Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 2.500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � ��M STETSON DA Base Conducted: S�,GI'�lit � '� � CL ARVIEW Page 31 of 3512018 Florida GEOGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 IS ® IS d o C G D h rr} D FF eI Lp E t7 E a 0 0 F F _--------_._-.........._ d G G n \" F. H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCQ USGS,F O,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NIL, Ordnan e Survey, Esri Ja n, METI, Esn Ch. a (Hong Kong), swisstepo, © Ope StreetMap contribu ors, and the GIG ser Community, icrosatt, Monroe 2,500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grantrj/ �M STETSON DA Base Cocdjpnducted: Spa Giell 1 ' CI ARVIEW Page 32 of 3512018 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars o A s 6 p ° IF i c c Hind D D Q E � c"i �I E :,.M4iwV df' Ge9er Key F F P G ( G n 4 V, F H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, �.{ S GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Jaran, METI, Esn Ch na (Hong Kong), swisstcpo, O Ope StreetMap contribu ors, and the GIG User Community, l Monroe 2,500 1,250 L 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grantrj/ DA �M STETSON f9BnEdjPCo Base Conducted: Sall Giclit ' CI ARVIEW Page 33 of 35 2018 Florida GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B 50.01 -60 70.01 -80 - 90 01 -100 C C D � D � Q Q E a E C� nn F u U F n O n a G G n H Sources Esn,HERE Garmin,Intermap increment P Corp.,GEBCQ USGS,FA O,NIPS,NRCAN, f{ S Gec Base, IGN, Ka aster NIL, Ordnan e Survey, Esn Jar an, METI, Esn Ch na (Hong Kong), swisstcpo, O Ope Streetl contribu ors, and the GIG Jser Community, I Monroe 2,500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 1 6 1 7 1 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �M STETSON DA Base Conducted: Sea h1afft r CI. ARVIEW 0 Page 34 of 35 20 1 8 Florida ' GEGRAPHIC Map Series 7: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County, Baseline Scenario (1992 Sea-Level) 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 B B N. C C D u D 0 E E F d F G G N n }} F, H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, H S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Pficroscft, Monroe 2,500 1,2501 0 2,500' (County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_Base " Conducted: Sea 61afft 1 ' � CI ARVIEW fEffimm'jj��/ Page 35 of 35 20 8 Florida w GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0 0-10 _,I,j .� 20.01 -30 0.01 -50 50.01 -60 B 6 C C k D D ) E E F F G G a r �P n }{ F Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,Ni F{ S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstcpo, U Ope Streeti contribu ors, and the GIG Jser Community, Microsoft, Monroe 2,50 1,2 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extentinaicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°u' STETSON DA_9in " Conducted: Sea brunt � "� CI. ARVIEW Pagel of 35 2018 Florida 1" GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment _ _ _ _i Lfltlle i."r�1 A Millions of Dollars rF `0fId A 0-10 i " i V B B i I ""kY D D P.Trb'I r E E I I F F 4 _ I I i G G n G\ F, H Sources Esn,HERE,Garmin,Intermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 i 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA RIG-S-65 Grant � r & STTSON DA_9 i n pp�� (ram + a0l",M,_0� Conducted: Sl t� �Ilit f CL ARVIEw Page 2 of 35 2018 Florida "�� GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars hey Large A 0 10 40.01 -50 B B Ci Ci tic7' I i.,]rn u••F d 1,, } L:iri F C acad]te ti Wildlife Refuge E E F ,Q F G G M1 ii' F. -7 H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FPO,NPS,.NRCAN, F{ S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esn Jarn, METI, Esn Ch. a (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIG ser Community, icrosctt, Monroe 2,500 11250 0 2,50 County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/G-S-65 Grant � STETSON DA_9in Conducted: Sea Int °. . f CL ARVIEW crr�calif Page 3 of 35 2018 Florida "W GE GRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment u A Millions of Dollars _ A r 0 °-1° _ I I _ _ z e B Cimz Key c c D D LiPII- E r! E F F G G N 1\ F. H Sources Esri,HER ,Garmin,Interm p incre ent P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordn n e Su ey, Esn Ja n, METI, Esn Ch a (Hong Kong), swisstepo, © Ope StreetMap contr bu ors, d the GIG Jser Community, t ficroscti, Monroe 2,500 11250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant "u' STETSON DA_9in " rrq�,,j,�, Conducted: Se 61afft " i0j CI. ARVIEW 1LW Page 4 of 35 2018 Florida w"WF GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0 0-fo B 41� B c c D D E E F F G G n H Sources Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO.NIPS,NRCAN, H S /} GeoBase, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), rir,�°P' swisstcpo, © Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 12,500 1,2501 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n " Conducted: Sea 61afft CI ARVIEW 2018 Forida w GEGRAPHIC qs}r Page 5 of 35 Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 -40 B 50.01 -60 `+ q 6 60.01 -70 C C D D E E BIa,M ^;,1Ir atf 4} F F 111A A-IV N-'� -4:21. G G E R.-d to h N H Source : sri E Garmi Inte ap increment P Corp.,Gi USGS,FAO,Ni NRCAN, H S Geo6ase, N, aster Ordn a Survey, Esri Ja n, METI, Esri China (Hong Kong), .rrjswisstopo, © S ap contri ors, and the GIG ser Community, icrosett, Monroe 2, 1 2,500' County and Ste o I rsity 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant j � STETSON Croo DA_9in Conducted: S �I lit ' CI ARVIEW Page 6 of 35 2018 Florida GEGRAPHlC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 F Damage Assessment y A Millions of Dollars )77 A 0-10 10.01 -20 20.01 -30 50.01 -60 B 6 0 70.01 -80 rT C M C D ,rind D E " ' E IN F F I G G N H Sources Esn,HERE,Garmin,Intermap increment P Corp.,GE6CQ USGS,F O,NIPS,NRCAN, f{ S Gec Base, IGN, Ka aster PAL, Ordnan a Survey, Esn Jaran, Mi Esri China (Hong Kong), swisstopo, © Ope Streeti contribu ors, and the GIG Jser Community, I Monroe 2,500 1,2501 0 1 2,500, County and Stetson University 1 2 13 4 5 6 7 8 Extentinaicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n /, Conducted: Sea brunt 1 '� r CI. ARVIEW 001�Coo/ Page 7 of 35 2018 Florida GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars ] q 00-10 10.01 -20 20.01 -30 30.01 -40 B B C C D D 'tg D ulfi :( E '' E F F G G N n }} F, H Sources Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD,NPS,NRCAN, H S GeoBase, IGN, Ka Jaster NL, Ordnan a Survey, Esri Jar an, METI, Esn Ch na (Hong Kong), swisstopo, Of Ope StreetMap contribu ors, and the GIG Jser Community, KcroscIt, Monroe 2,500 11250 c:Q 0' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n Conducted: Sea 61afft 1 ' I CI ARVIEW 2018 Forida " GEGRAPHIC qr Page 8 of 35 Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B 40.01 -50 3 A:77 C I C Key Lug Ta D D E E F F G G N H Sources Esn,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, f{ S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Ch. a (Hong Kong), swisstcpo, OfOpe StreetMap contribu ors, and the GIG Jser Community, Microsch, Monroe 2.500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n /, Conducted: Sea 61afft 1 ' I CI ARVIEW Coo/ Page 9 of 35 2018 Forida GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 i 10.01 -20 30.01 -40 40.01 -50 B B C C d D D E O r; E oamor da F F Cro G N H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, �.{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri Ch. a (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS User Community, Microsoft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n " mrPol Conducted: Sea 61afft 1 ' � CI ARVIEW Page 10 of 35 2018 Forida w GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B 6 C C D D O E E F F G G 6 N R' H ts Sources Esn,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H GecBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esn Ch a (Hong Kong), swisstopo, 01 Ope StreetMap contribu ors, and the GIG User Community, Kcrosch, Monroe 2,500 1,250 0 2,500, County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9in Conducted: Sea 61afft 1 ' I CI ARVIEW 2018 Florida " GEGRAPHIC qr Page 11 o9 35 Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 40 B B C (_ ulf cif C f"I D D E E I a F F G G N H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD.NPS,NRCAN, W S GeoBase, IGN, Ka Jaster NL, Ordnan a Survey, Esri Jar an, MEII, Esn Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG Jser Community, rficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n Conducted: Sea 61aflt � CL ARVIEW Page 12 of 351 2018 Florida ° GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 -40 70.01 -80 B 6 C C D D O E E F F G G N H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, W S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, MEII, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG User Community, Plicroscft, Monroe 2,500 1,250 L 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � & STETSON DA_9in Conducted: U��rilit 11 "� CL ARVIEW " Page 13 of 3512018 Florida GEW GRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B F ' C. Ci a D E J, L a g Ft E Idle Lo�Ke Lony3 Ke Stak- �rrrt� F F G G N H Sources Esri,HERL Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD.NPS,NRCAN, W S GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri Ch a (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant V " STETSON DA_9in ,0/ Conducted: Sea� 1aflt 11 '` CL ARVIEW Page 14 of 351 2018 Florida w � GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B C C D o D E �w E Geer G" 5" F e F G G N \ F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esn Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS User Community, Plicroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°�• STETSON DA_9in Conducted: Sea 61aflt i � CL ARVIEW Easol Page 15 of 3512018 Florida GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 ® 80.01 -90 S 6 v Ci C ON e a D E E F F G G - --- - N Y1,+E }{ Sources:Esri,HERL Garmfn,Intermap increment P Corp.,GEBCO,USGS,FA O.NPS,NRCAN, r.{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, MEII, Esri Ch na (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2.500 1,2501 0 2,500' County and Stetson University 1 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_9in Conducted: U��rilit 11 '` � CL ARVIEW 001�CEO/Page 16 of 35 2018 Florida w � GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B C // C �J D D E E F O F G G N H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O.NPS,NRCAN, W S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2,500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ` STETSON DA_9 i n Conducted: Sea 61aflt CL ARVIEW Page 17 of 35 2018 Florida 0 1, 1 GEeGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B 6 40.01 -50 50.01 -60 C O C O D D ILA E IOU E F F G G N « r H '.. Sources:Esri,HERI Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,250i 0 ! 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant • STETSON DA_9 i n Conducted: Sea hla]it fo CL ARVIEW awo/ Page 18 of 3512018 8 Florida GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 B Q B C Q C c _1jr An A 11 D '° D 4 ° E E F F 70 G G N H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2.500 1,2501 0 ! 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_9 i n " Conducted: �I" lit CL ARVIEW Page 19 of 3512018 Florida GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment [A' Millions of Dollars A 0-10 B B c c D orseasl4l xY D tif] geva 'NIi1e`9t9 .. i E E F F G G N \ F. H Sources:Esn,HERE Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esn Ch a (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIS User Community, Plicroscft, Monroe 2,500 1,2501 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°�• STETSON DA_9in Conducted: Sea 61aflt i � CL ARVIEW 00:1j:/ �Page 20 of 3512018 8 Florida GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 B B C 0 s.s�e Ke5 (`, SAP D D ell LnU F"uk �_tt i �y F F G G N R'+F. H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, H 5 GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, ME71, Esri Ch a (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIS ser Community, icrosaft, Monroe 2,500 1,250; 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9in rfin-mcroo/ Conducted: Sea Grant 11 '" w CL ARVIEW Page 21 of 35120 18 Florida GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A B " B hEr PJJtnr h? C C a o E E C) F F I G G .c N H 7 Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NiNiW S Gec Ba se, IGN, Ka aster i Ordnan a Survey, Esri Jai MEII, I i China (Hong Kong), swisstcpo, U Ope Streeti contribu ors, and the GIG User Community, i Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°u' STETSON DA_9 i n I-E111111111 moiji/ Conducted: Sea 61"1 CL ARVIEW Page 22 of 35 2018 Florida °" GE GRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 40.01 -50 B B C C a a E E g F # L F F*il r� rl, hl;rn G G N aF e }{ S cis:Esn, ter map increment P Corp.,GEBCO,U Esrj F O,NPS,NRCAN, f{ S o IGN, 1 a rdnan a Survey, Esn Ja n, METI, Esri Ch. a (Hong Kong), s s O r u ors, and the GIG User Community, J,crocfl, Monroe 2,500 1,250 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_9 i n " Conducted: Sea Grant CL ARVIEW Page 23 of 3512018 Florida � GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10f' 10.01 -20 20.01 -30 B B V C C D D E E Q F F G G N H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Ch. a (Hong Kong), swisstcpo, 0 Ope StreetMap contribu ors, and the GIG Jser Community, t ficrosoft, Monroe 2.500 1,2501 0 ! 2,500' County and Stetson university 1 2 3 1 4 5 6 7 8 Extent Indicator � �Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_9 i n " Conducted: Sep,hlaflt � CL ARVIEW ram■,'-, 20 I8 Florida � GEWGRAPHIC qs}r Page 24 of 35 Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 40.01 -50 8 6 0 C C D D d E E F F zip Clcm R! C2 G G [ap N H u e Es- H armin,Int incrementPAUFAO,NPS,NRCAN, �•{S G Bas I N, KaastNL, o a Survey, Esa (Hong Kong), swisstop pe Stree ap c ors, and the-CA icrosafl, Monroe 2,500 1,250 0 2,500' County a d Stetson Unive sity 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n "�� - Conducted: Uic�lit CL ARVIEW CooPage 25 of 3512018 Florida fo GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars g A 0-10 10.01 -20 20.01 -30 l ttl? B 30.01 -40 To h Kero B 50.D1 -6D laiLa rod �c Ci —r torad�•Kcy Scrnac•H c R. o K�y D D E E F F G G N R' F. }{ Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCQ,USGS,F O,NPS,NRCAN, �.{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esri Ch na (Hong Kong), swisstopo, 0 Ope StreetMap contribu ors, and the GIG Jser Community, Microsoft, Monroe 2.500 1,2501 0 ! 2,500' County and Stetson University 1 2 3 4 5 6 7 i 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_9 i n " Conducted: ��I" lit CL ARVIEW crx�Coo/Page 26 of 35 2018 Florida GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 B © B C C Q D < b D ,n E E � N.a F F G � G N }{ � Sources:Esri,HER ,Garmin,Inte map incr)andt rp.,GEBCO,USGS,F O,NPS,NR AN, �.{ S GeoBase, IGN, Ka aster NL, O n e SJapan, METI, Esri Ch a (Hong g), swisstcpo, 0 Ope StreetMap contri a ors, IG User Community, Microsoft, nrce 2,50 0 County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-s-65 Grant � STETSON Coo DA_9 i n " Conducted: Sea hi CL ARVIEW Page 27 of 3512018 Florida �� GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 '�;: _�jv a 10.01 -20 Q 20.01 -30 a 30.01 -40 Q 6 50.01 -60 ud a LLIZI C G O D D E eE F F .................................. G G N f� A}' F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstopo, 0 Ope StreetMap contribu ors, and the GIG Jser Community, Microsoft, Monroe 2,500 1,250 0 2,500, County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_9 i n � "�� - Conducted: �Ilit ; , CL ARVIEW CooPage 28 of 3512018 Florida GEOGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 8 6 4 c c 9 � Tetho d D D E E z _'tldjoe Key F F G G N R'�F. H a ap increment P USGS,F ,NPS, AN, �.{ S 0e.�.s IG Ka�asr NL, Or an '£sn Ja n, M I, Esri Ch (Hon ong),tM tr s, a theGIS ser Co munity, rosott Monroe2500 1,2501 0 2,500' tsoner i 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_9 i n " Conducted: U��UI"�lit 1 ° CL ARVIEW Page 29 of 3512018 Florida GEWGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 I r C C D D �n E E F F G G N 6\ F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBa se, IGN, Ka J.ster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS Jser Community, Kcroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant - STETSON DA_9 i n " Conducted: Sea[grant CL ARVIEW Coo/ Page 30 of 35 2018 Florida GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A = 0-10 `vd iltautr►r H10.01 20 n�-x 20.01 -30 B 6 f nusitri C C i D D t E E F F G G n \" F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.tn, GEBCO,USGS,F O,NPS,NRCAN, �.{ S q GeoBase, IGN, Ka aster NL, Ordnan a Surrey, Esri Ja METI, Esri Ch a (Hong Kong), swisstopc, © Ope StreetMap contribu ors, and the GIGser Community, icroscfl, Monroe r2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA 9i STETSON DA_9in "� �•� - Conducted: Sea h1afft I ° CL ARVIEW 2018 Florida GEWGRAPHIC q wr Page 31 of 35 Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment Millions of Dollars q A 0-10 10.01 -20 S 6 d AS. Ci C D a D O F el flit E [7 E Q7 0 � o F F C7 O G G n li' E H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIG User Community, t ficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Irdicator Stormwater Inventory & Resilience Modeling DA 9i R/C-S-65 Grant STETSON DA_9in 4rw_.E�Bm Coo/ - Conducted: Sea 61a]it CL ARVIEW Page 32 of 35120 Norida fo 1,WF1GE GRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0 B B 0 ° q F" c c E,ae.r rat wand �-a D D a v � � E � cam, �I E y�ttwY df' Geger Key F F to P G G N R'+F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H 5 GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Clt a (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIG Jser Community, Wcroscft, Monroe 2.500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON Coo DA_9 i n " Conducted: U��I"�lit CL ARVIEW Page 33 of 35 2018 Fiorida GEGRAPHIC Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B 6 60.01 -70 0 80.01 -90 - 100.01 + C C V D � D 0 Q D E S4 d E F u U F 1 fU! G G N H Sources:Esri,H ERI G arm in,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Ja n, METI, Esn Ch na (Hong Kong), swisstcpo, 0 Ope StreetMap contribu ors, and the GIG Jser Community, Microsoft, Monroe 2,500 1,2501 0 2,500, County and Stetson University 1 2 3 1 4 1 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling DA 9i R/C-S-65 Grant STETSON DA_9in "� r•� - r�,, Conducted: Sea 61a]it CL ARVIEW �-,��1-'-' 2018 Norida fo IWl GE GRAPHIC U}r Page 34 of 35 Map Series 8: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 Low Sea-Level Rise (14") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B C C D a D E E F a F G G N «+E. Sources:Esri,HER(,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,2501 0 ! 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling t NOAA R/C-S-65 Grant STETSON DA_9 i n Conducted: Sea hla]it : , CL ARVIEW Page 35 of 35 Coo/ 2018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 10.01 -20 Ri 20.01 -30 30.01 -40 60.01 -70 - 0 70.01 -80 C C D { D .r, E E F F G G RA N F. H 1 Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCQ USGS,F O,Ni Ni F{ S GeoBase, IGN, Ka aster i Ordnan a Survey, Esri Ja n, METI, Esri Ch a (Hong Kong), '�� swisstcpo, U Ope Streeti contribu ors, and the GIS ser Community, icroscfl, Monroe 2,50 1,2 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA 2 STETSON Conducted: Sea brunt 11 Sd 0—FA CL ARVIEW 2018 Florida w GEWGRAPHIC q wr Page 1 of 35 Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment I A Millions of Dollars r A V R B B r I D D t.lnlrylr �y E E E I F F 4 I I 4 Ci G N F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCQ USGS,F O,NPS,NRCAN, F{ S GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Ch. a (Hong Kong), .isstopo, © Ope StreetMap contribu ors, and the GIG Jser Community, Microsoft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ,Iiws STETSON 01 Conducted: Uvtl,brunt I ° CI ARVIEW Page 2 of 35 2018 Rorida w GE GRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment rt„a A Millions of Dollars. A 10.01 -20 60.01 -70 B e B C C r .. Laa a., dP D L.7r�a D C acadi8e e tugrr E E F fj F G U G N V1' F. 7 }{ Sources Esn,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, H S Gec Base, IGN, Ka aster NIL, Ordnan a Survey, Esri Ja n, Mi Esri China (Hong Kong), swisstopo, U Ope Streeti contribu ors, and the GIG Jser Community, i Monroe 2,500 1,2501 0 1 2,50 County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_26in Conducted: Sea jant 1 ' r CL ARVIEW Page 3 of 35 Coo/ 2018 Florida GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars ' _ A r B (�� B I CoDw Key C u rl C D D LiFlt= � ri E�Ls, L r E E F F G G N H Sources:Esri,HER ,Garmin,Interm p incre(ey, P Corp.,GEBCQ USGS,F O,NPS,NRCAN, F{ S Gec Ba se, IGN, Ka aster NL, Ordn n e SvEsri Ja n, METI, EsriCh a (Hong Kong), swisstcpo, U Ope StreetMap contr bu ors, he GIG Jser Community, MicroscH, Monroe 2.500 1,250 0 2,500, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling DA 2 R/C-S-65 Grant STETSON DA_26in � �•• - Mao-Of Conducted: Sea br'ant I ° � CL ARVIEW �.-r��'-' 2018 Florida w� GEWGRAPHIC q.�r Page 4 of 35 Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 8 6 c C D D df E E F F G G RF{ H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S /} GeoBase, IGN, Ka aster NL, Ordman a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), Lr'P' swisstcpo, Of Ope StreetMap contribu ors, and the GIG User Community, Pficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_26in Conducted: Sea Pint lubmwl CL ARVIEW Coo/ Page 5 of 35 2018 Florida w GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment C� A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B � 6 60.01 -70 C n rt C D D E E ,Yr� F F �:lzq G �, 4E I G RatlatM t N H Source sri E t:rmi Inte ap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H S GeoBase, N, aster Ordn a Survey, Esn Jar an, METI, Esn Ch na (Hong Kong), swisstopo, © S ap cont ors, and the GIG ser Community, icrosafl, Monroe 2, 1 2,.5D0' County and Site o ry rsity 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA 26in "� r•� STETSON DA_ - Conducted: Ilea 61a]it 0 CL ARVIEW Coo/ Page 6 of 35 2018 Norida GE GRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 -40 50.01 -60 B 6 60.01 -70 I_ritau E .;_n - 100.01 + ry C .. C D D a E E F F l I G G N }} F, H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri China (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS User Community, hficroscft, Monroe 2.500 1,250 "Milo,lo, County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling R/C-s-65 Grant DA 26in "� r•� STETSON DA_ - Conducted: Sej 61a]it CL ARVIEW Coo/ Page 7 of 35 2018 Florida GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B C C D D Gt.iiS of E h.leyorc, E F F G G N }{ Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD.NIPS,Ni W S GeoBase, IGN, Ka aster i Ordnan a Survey, Esri Jai METI, Esri China (Hong Kong), swisstepo, U Ope Streeti contribu ors, and the GIG Jser Community, i Monroe 2,500 1,250 0' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOADA-2 R/C-S-65 Grant STETSON DA_26in r-� Conducted: Sea 61"1 W CL ARVIEW Coo/ Page 8 of 35 2018 Florida w � GEeGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment 0 A Millions of Dollars A 0-10 10.01 -20 30.01 -40 50.01 -60 B 6 i C C Key Lary) Ta D D E E F F P to nta It t)n G G M1 R'. F. H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri Ch. a (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2.500 1,250 0 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON q#}T DA_26in "� r-� - Conducted: Sea hI"�lit � CL ARVIEW r 1��w, Page 9 of 35 : . �2018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 f 10.01 -20 20.01 -30 50.01 -60 B 6 c C e D D E � rr E da ,r, Y a.r 7 F F G #1 G ,/ n H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, W S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contributors and the GIG User Community, Pficroscft, Monroe 2,500 11250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant STETSON DA 2 DA_ 6in rft r 1��w, Conducted: Sea� 1aflt CL ARVIEW crr-FT Page 10 of 3512018 Florida 1, GE GRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A = 0-10 10.01 -20 20.01 -30 B B c c D D O E E F F G G 6 N N' F. H Sources Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO.NIPS,NiH Base, IGN, Ka aster i Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), VVs swisstci Of Ope StreetMap contribu ors, and the GIG User Community, i Monroe 2,500 1,250 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_26in �,r�r��,'-, Conducted: U��ri�lit 11 '` � CL ARVIEW 00 Page 11 01 35 2018 Florida w GE GRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B 6 C (_ ulf rif C f"I D D E E _ I 01 a F F G G N R,+E H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD.NPS,NRCAN, W S GeoBase, IGN, Ka Jaster NL, Ordnan a Survey, Esri Jar an, MEII, Esn Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG Jser Community, rficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_26in Conducted: Sea 61aflt CL ARVIEW Page 12 of 35 12018 Florida GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B 6 ® 100.01 + C C D D O E E F F G G N H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, W S GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, MEII, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG User Community, Plicroscft, Monroe 2,500 1,250 L 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_26in Conducted: U��rilit 11 "� CL ARVIEW �.r�r��,'-, 2018 Florida " GEWGRAPHIC q-�-�'r Page 13 of 35 Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B F ' C. Ci a D E J, L a g Ft E Idle Lo�Ke Lony3 Ke Stak- �rrrt� F F G G N H Sources Esri,HERL Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD.NPS,NRCAN, W S GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri Ch a (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant V " STETSON DA_26in ,0/ Conducted: Sea� 1aflt 11 '` CL ARVIEW Page 14 of 351 2018 Florida w � GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B C C D o D E �w E Geer G" 5" F e F G G N N\+F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esn Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS User Community, Plicroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°�• STETSON DA_26in Conducted: Sea 61aflt f (111MCL ARVIEW Easol Page 15 of 3512018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 - 100.01 + B B v C C a D 1 E E F F G G N Y1,+E }{ Sources:Esri,HERE Garmfn,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, r.{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, MEII, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2.500 1,2501 0 2,500' County and Stetson University 1 i 2 3 4 1 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_26in Conducted: U��ri lit 11 '` � CL ARVIEW Page 16 of 3512018 Florida wW GEOGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 B B C C V D D E E F O F G G N H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O.NPS,NRCAN, W S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2,500 1,2501 0 2,500' County and Stetson University 1 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOADA-2 R/C-S-65 Grant STETSON DA_26in r-� Conducted: Sea 61aflt CL ARVIEW Page 17 of 3512018 Florida 0 1, 1 GEeGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B 60.01 -70 a G rt G �J p D D E E ��D�k\\v Ono, LLPY F F G G N {\ F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2.500 1,2501 0 ! 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling t NOAA R/C-S-65 Grant STETSON DA_26in " 10/ Conducted: Sea hla]it : , CL ARVIEW Page 18 of 3512018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 B 40.01 -50 Q1 V C 0 0 D (� 9 o V o E E F F G G N H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ 5 GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2.500 1,2501 0 ! 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_26in "� r- - 10/ Conducted: Want � � � CL ARVIEW Page 19 of 3512018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A e 6 c c D erseasl4l+xY D f] geva 'NIi1e`9t9 .n 1 E E F F G G N \ F. H Sources:Esn,HERE Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esn Ch a (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIS User Community, Plicroscft, Monroe 2,500 1,2501 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°�• STETSON DA_26in Conducted: Sea 61aflt f (111MCL ARVIEW 00:0:/Page 20 of 3512018 8 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 e g e Q ss�e Ke5 (`, SAP D D ell ttr . Ba E tic rxt� i�-: E t�aa� �y F F G G N R'+F. �.{ Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, H 5 GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, ME71, Esri Ch a (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIS ser Community, icrosaft, Monroe 2,500 1,250 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_26in rfin-mizroo/ Conducted: Sea Grant 11 '" w CL ARVIEW Page 21 o135 2018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 S " 6 hE+ tJ�inr h? C C a o E E C) F F I G G .c N H r Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H ' S GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esn Ja n, MEII, Esn Ch a (Hong Kong), swisstcpo, OfOpe StreetMap contribu ors, and the GIG ser Community, Pficroscft, Monroe 2,500 1,2;OL 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant �°u' STETSON DA_26in rE111111111 mrPol Conducted: Sea 61aflt CL ARVIEW Page 22 of 35 2018 Florida °" GE GRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 40.01 -50 B B C C a a E E g F # L F r� rl, hl;rn G G N « F a H S c Oes:Esn, termap increment P Corp.,GEBCO,USGS,FAO,NPS,NRCAN, H S o GN, It rdnan(a Survey, Esn Ja n, METI, Esn Ch na (Hong Kong), s s O r u ors, and the GIG User Community, Microsoft, Monroe 2,500 1,250 1 2 j 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_26in "� r-� - mojij/ Conducted: Sea Want � ) CL ARVIEW Page 23 of 3512018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10f' 10.01 -20 20.01 30 B B C C D D E E Q F F G G N H Sources:Esri,HER 'Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, 0 Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2.500 1,2501 0 ! 2,500' County and Stetson university 1 2 3 1 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_26in "� r-� - Conducted: Sep,Want � � CL ARVIEW cry■,'-, Florida GEWGRAPHIC qs}r Page 24 of 3512018 Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 40.01 -50 B 6 0 C C D D d E E F F zip Clan F G G N r•• Irk-, H u e Es- H armin,in ap increment P AUFAO,NPS,NRCAN, �•{S G Bas I N Ka a'tLOr an a Survey, Es Ja (Hong Kong), swisstop pe Streeaco ibu ors, and the G icroscfl, Monroe 2,500 1,250 0 2,500' County a d Stetson Unive sity 1 2 3 4 5 1 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-s-65 Grant � STETSON Coo DA_26in " Conducted: Ilea W ant � ; , � � CL ARVIEW Page 25 of 3512018 Florida "� GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars g A 0-10 10.01 -20 20.01 -30 L the B 30.01 -40 To it.h Ke. B 40.01 -50 60.01 -70 LfWn d g —t 1o"d3-Keys Scenic+H T R,mred Key C r� D D �f E E F F G G n y� r•. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GE6CQ,USGS,F O,NPS,NRCAN, H S GecBase IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Ch a (Hong Kong), swisstepo, , 0 Oper StreetMap contribu ors, and the GIG Jser Community, Microsoft, Monroe 2.500 1,2501 0 ! 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_26in " Conducted: Sea hlant ; . CL ARVIEW ao&Coo/Page 26 of 35 2018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 B © B C C Q D < D ,n E E F F G � G N ��M+E }{ Sources:Esri,HER ,Gar min,Inte map incr)andt rp.,GEBCO,USGS,F O,NPS,NR AN, �.{ S GeoBase, IGN, Ka aster NL, C', n e SJapan, METI, Esri Ch a (Hong g), swisstcpo, 0 Ope StreetMap contri a ors, IG User Community, Microsoft, nrce 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-s-65 Grant � STETSON Coo DA_26in " Conducted: Sea hi CL ARVIEW Page 27 of 3512018 Florida �� GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 /_�Jv 0 10.01 -20N. 20.01 -30 p 30.01 -40 Q 6 50.01 -60 60.01 -70 0 0 tSaMLim rlxyl c c D D E E F F G G N H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, O Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,250 0 2,500, County and Stetson university 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_26in "� r-� - Conducted: ��Want : . � � CL ARVIEW crx�Coo/Page 28 of 35 2018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 30.01 -40 40.01 -50 B 6 a c c 9 � Tetho d D D E E z _'ildpoe Key F F G G N R'�F. H ap increment PC USGS,F ,NPS, AN, f{ S �e. as IG Ka asarNL, Or an ot,n Ja n, M I, Esn �Ch (Hon ong), peMap co tr s, a the GIG ser Go munity, rosoft Monroe 25D0 1,250{ D 2,5Q0' tson i 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-s-65 Grant STETSON DA_26in " Conducted: U��UI"�lit 1 ° CL ARVIEW Page 29 of 35 2018 Florida GEWGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars q 0-10 10.01 -20 20.01 -30 30.01 -40 40.01 -50 i r C C D D Ok, 4 -i--§ �n E 41P E F F G G N 6\ F. H Sources:Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBa se, IGN, Ka J.ster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS Jser Community, t ficroscft, Monroe 2.500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant - STETSON DA_26in " Conducted: Sea brant CL ARVIEW Coo/ foPage 30 of 35 20I8 Florida GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A = 0-10 `vd iltautr►r H10.01 20 n�-x 20.01 -30 B 6 f nusitri C C i D D t E E F F G G n \" F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.tn, GEBCO,USGS,F O,NPS,NRCAN, �.{ S q GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja METI, Esri Ch a (Hong Kong), swisstopc, © Ope StreetMap contribu ors, and the GIGser Community, icroscfl, Monroe r2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA 2 STETSON DA_ 6in "� r•� - Conducted: Sea h1afft I ° CL ARVIEW Page 31 of 3512018 Florida GEWGRAPHIC q.wr Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment Millions of Dollars q A 0-10 10.01 -20 S 6 d AS. Ci C D a D l Ole, i F el flit E [7 E Q7 0 � o F F C7 O G G n li' E H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstepo, U Ope StreetMap contribu ors, and the GIG User Community, t ficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Irdicator Stormwater Inventory & Resilience Modeling DA 26in "� r•�R/C-s-65 Grant STETSON DA_ - Coo/ Conducted: Sea 61a]it CL ARVIEW Page 32 of 35120 Norida fo 1,WF1GE GRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0 B B 0 ° q F" c c E,ae.r rat wand �-a D D a v � � E � cam, �I E y�ttwY df' Geger Key F F to P G G N R'+F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, H 5 GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Clt a (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIG Jser Community, Wcroscft, Monroe 2.500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-s-65 Grant � STETSON DA_26in " r�,, Conducted: U��I"�lit CL ARVIEW _.r��'-' 2018 Fiorida GEGRAPHIC qr Page 33 of 35 Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B 6 40.01 -50 50.01 -60 - 90 01 -100 - 100.01 + C C V D D E �� a E a� Q t nn F u U ` F G G N H Sources:Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GeoBa se, IGN, Ka Jaster NL, Ordnance Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,2501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA 2 STETSON DA_ 6in "� r•� - Conducted: Sea 6I'alit CL ARVIEW Page 34 of 35 _4�mmcroo/ 2018 Florida GEGRAPHIC Map Series 9: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2060 High Sea-Level Rise (26") &2014 Assessed Valuations 1 2 i 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B 6 40.01 -50 C C D a D = 0 E E IFd F G G n r•. H Sources:Esri,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, F{ S GecBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, Microsoft, Monroe 2,500 1,2501 0 ! 2,500' County and Stetson university 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling t NOAA R/C-S-65 Grant STETSON DA_26in Conducted: Sea hla]it fo CL ARVIEW WaB11111 Coo/ Page 35 of 3512018 8 Florida GEWGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01-20 � 2001 -30 40.01 -50 50.01 -60 - 90.01 -100 - - 100.01 + t � C,rozui F: C C D D .i, E E U F F Jp G G D 6Fan J12 H Sources Esn,HER ,Garmin Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{GecBase, IGN, Ka aster NL, Ordnan a Survey, Esn Ja n, METI, Esn Ch a (Hong Kong), swisstepo, 0 Ope Streetl contribuors, and the GIS ser Community, icrosoft, Monroe 2, 2,500' County and Stetson University2 3 1 4 5 6 7 8 Extentinaicator Stormwater Inventory & Resilience Modeling RIG-S-65 Grant DA 21 STETSON DA_2100 � "� r-& - Conducted: Sea 61afft " F CI. ARVIEW 2018 Florida " GEWGRAPHIC qr Page 1 of 35 Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars r A 0-10 i 0 e a c i ,� c i D D E E I I F F 4 i G G n 6\ F. H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USES,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri China (Hong Kong), swisstopo, © Ope StreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/G-S-65 Grant STETSON DA_2100 Conducted: Sej 61afft ' NMI CI. ARVIEW crx�co Page 2 of 35 2018 Florida GEWGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment ela,gr,w Johns:;n A Millions of Dollars hey Large A 0_10 Hwmm�+cA 10.01 -20 - 9001 -100 B B C C dP D h.. Lugo D Wildlife etuTo E E F ,Q F G G n 6\ f H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USES,F O,NPS,.NRCAN, H S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esn Jarn, METI, Esn Ch. a (Hong Kong), swisstopo, © Ope S"setMap contribu ors, and the GIG Jser Community, P ficroscli, Monroe 2.500 11250 0 2,50 County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA RIG-S-65 Grant � � STETSON DA_2100 " Conducted: S �Irdllt 11 ' Cl- ARVIEW Page 3 of 35 2018 Flordda GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment u A Millions of Dollars _ A r 00-10 _ I e s iross Key C C D D LiP11- E r! E F F G G N 1\ F, H Sources Esn,HER ,Garmin,Interm p incce ent P Corp.,GEBCO,USGS,F O,NPS,NRCAN, F{ S GeoBase, IGN, Ka aster NL, Ordn n e Su ey, Esn Ja n, METI, Esn Ch a (Hong Kong), swisstepo, © Ope StreetMap contr bu ors, d the GIG Jser Community, Microsoft, Monroe 2,500 11250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling R/G-S-65 Grant DA 21 STETSON DA_2100 � "� �-t - Conducted: Se 61afft " r CI. ARVIEW Page 4 of 35 Coo/ 2018 Florida GEWGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A o-10 B ZiE V B C e D D d� E E F F G G N }{ Sources Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD,NPS,NRCAN, H S /} GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esri Ch na (Hong Kong), Lrr'P' swisstcpo, © Ope StreetMap contribu ors, and the GIS Jser Community, 1,ficroscli, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extentirdicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea61afft 1 ' CI ARVIEW q#}T Page 5 of 35 2018 Florida w GE GRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment _Cl A Millions of Dollars A 0-10 10.01 -20 `r 20 01 -30 30.01 -40 ` 60.01 -70 C C D D E E I F F 17 G G F.�da to h N R' F. H Source : sri E GarmiK increment P Corp.,GEBCQ USGS,FAO,Ni NRCAN, �{ S GeoBase, N, astera Survey, Esn Ja n, METI, Esri China (Hong Kong), swisstopo, © S ap contri ors, and the GIG ser Community, ICfO50tr, Monroe 2. 1 2,500' County and Ste o I rsity 1 2 3 4 5 1 6 7 i 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 /, �- 'V Conducted: Sea 61"1 � t� IMI CI. ARVIEW Coo/ Page 6 of 35 2018 Florida GEGRAPHlC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 0 10.01 -20 0 20 01 -30 30.01 -40 B B 50 01 -60 60.01 -70 - 100.01 + C C 4 D D a E E F F Go G N o+E H purce.' Esn,HER ,Garmin,Intermap increment P Corp.,GEBCQ USGS,F O,NIPS,NRCAN, f{ S cBase, IGN, Ka aster NL, Ordnan a Survey, Esn Ja n, METI, Esn Ch. a (Hong Kong), isstcpo, © Ope Streetl contribu ors, and the GIS ser Community, icrosafl, Monroe 2,500 1,250 0 2,500' unty and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100 � "� r-� - Coo/ Conducted: Spa Will1 '� ) CI. ARVIEW Page 7 of 35 2018 Florida w GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars f A 0-10 10.01 -20 20.01 -30 40.01 -50 B B C C _...__..._._._.. . D D E ),.. E F F G G N F\+F. H Sources Esri,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD,NPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jar an, METI, Esn Ch na (Hong Kong), swisstopo, Of Ope StreetMap contribu ors, and the GIG iser Community, Microsoft, Monroe 2,500 1,250 c:Q Co. County and Stetson University 1 1 2 1 3 1 4 1 5 6 7 i 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 61afft CI ARVIEW Coo/ Page 8 of 35 2018 Forida w GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars o A 0-10 10.01 -20 0 20 01 -30 40.01 -50 B B 50.01 -60 77 C C Key Lar Ta D D E E F F I t7iFr:�tr,Fi G G N H Sources Esn,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, f{ S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Ch. a (Hong Kong), swisstcpo, OfOpe StreetMap contribu ors, and the GIG User Community, Pficrosch, Monroe 2.500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 /, r 'V Conducted: Sea 6I'allt 1 ' F CI. ARVIEW Coo/ Page 9 of 35 2018 Florida GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 0 10.01 -20 20 01 -30 30.01 -40 B B 50.01 -60 60.01 -70 C C v r D D E O t w E tamor da F F G G N H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, �.{ S GeoBa5e, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esri Ch. a (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS Jser Community, Microscli, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 61afft 1 ' CI ARVIEW Page 10 of 351 2018 Florida w � GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20 01 -30 30.01 -40 B B C C D D O E E F ®ra F G G P N R' H ts Sources Esn,HER Garmin,Intermap increment P Corp.,GEBCO,USGS, O.NPS,NRCAN, H GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Ja n, METI, Esri ChF a (Hong Kong), swisstopo, U Ope StreetMap contribu ors, and the GIG User Community, icrosait, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 61afft 1 ' F CI ARVIEW 2018 Florida GEGRAPHIC q r�r Page 11 of 35 Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 10.01 -20 20.01 -30 30.01 -40 B B C C D -' D E E a F F G G N 1\ F. H Sources:Esn,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,Ni Ni �.{ S GeoBase, IGN, Ka aster i Ordnan a Survey, Esri Jar an, Mi Esri China (Hong Kong), swisstcpo, U Ope Streeti contribu ors, and the GIG Jser Community, i Monroe 2,500 1,250 0 2,500, County and Stetson University 1 2 3 4 5 6 7 i 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 6Ialit 11 ' � CL ARVIEW Page 12 of 35 Coo/ 2018 Forida w GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 30.01 -40 B B 40.01 -50 - 100.01 + C C D D r� E E F F G G N nr H Sources:Esn,HERE,Garmin,Intermap increment P Corp.,GEBCO,U5G3,FA O,NPS,NRCAN, H S GeoBa se, IGN, Ka Jaster NL, Ordnan a Survey, Esn Jar an, ME?I, Esn Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, tficroscft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 1 2 3 j 4 1 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100 Conducted: Sea 61afft 11 ' CL ARVIEW 20 8 Florida "� GE GRAPHIC q r Page 13 of 35 Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 e s F a rSe�Sr,� C C D f D r I1 Long FC E E loe fir'IJ}'' Long Ko �tia de F'r�r b F F G G N \ F. H Sources Esn,HERE Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NiNiH S Geoi se, IGN, Ka aster NL, Ordnan a Survey, Esri Jai Mi Esri China (Hong Kong), swisstopo, U Ope Streeti contribu ors, and the GIG Jser Community, i Monroe 2,500 11250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 _0:�/ Conducted: Sea 61"1 1 F CL ARVIEW Page 14 of 3512018 Florida GEWGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 B B c c D D E F F F G G N nr H Sources:Esn,HERE.Garmin,Intermap increment P Corp.,GEBCO,USGS,FAO,NIPS,NRCAN, H S GeoBase, IGN, Ka aster i Ordnan a Survey, Esri Ja n, Mi Esri China (Hong Kong), swisstcpo, © Ope Streeti contribu ors, and the GIG Jser Community, Kcrosch, Monroe 2.500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 611 11 '"� F CL ARVIEW 20 8 Florida " GEWGRAPHIC q r Page 15 of 35 Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 - 100 01 + e d s c c 4 D D E E a F F G G N �\ F, H Sources Esn,HERE Garmin,Intermap increment P Corp.,GEBCO,USGS,F O.NPS,NRCAN, H S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jar wri, METI, Esn Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIG Jser Community, Pficrosch, Monroe 2,500 1,250 0 2,500, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 61afft 1 ' F CL ARVIEW 20 8 Florida " GEWGRAPHIC qs}r Page 16 of 35 Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 H 20 01 -30 B B C (�\ C t l D Lang ,dJ; D to Fb u7t Ke ' 0 E E F O F G G N N\+F. H Sources Esn,HERE Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD,NiNiH S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Fsri Jai METI, Esri China (Hong Kong), swisstcpo, U Ope Streeti contribu ors, and the GIG Jser Community, i Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 61"1 1 '� I CI ARVIEW 2018 Forida " GEGRAPHIC q r�r Page 17 of 35 Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20 01 -30 30.01 -40 B B 40.01 -50 70.01 -80 80.01 -90 v C � C .r. r O D + D r E E LY'LP F F G G N F\ F. H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, f{ S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esn Jaran, METI, Esri Ch na (Hong Kong), swisstcpo, Of Ope StreetMap contribu ors, and the GIG Jser Community, Microsch, Monroe 2,500 1,2501 0 1 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 1 STETSON DA_2100 /, r- Conducted: Sea 61afftfD I CI ARVIEW a J�"11 20 8 Florida " GE GRAPHIC qs}r Page 18 of 35 Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 0 10.01 -20 20 01 -30 30.01 -40 60.01 -70 C C a D 47 P o "k- A 01, 0 E E I; the, F F G G N F\+F. H Sources Esn,HERE, Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, f{ S Gec Ba se, IGN, Ka aster NL, Ordnan a Survey, Esri Jar an, METI, Esn Ch na (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS Jser Community, Pficrosch, Monroe 2,500 1,2501 0 1 2,500' County and Stetson University 1 2 3 1 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100 � "� r-� - Conducted: Sea Want1 '� ( CI. ARVIEW Page 19 of 3512018 Florida w�� GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 B B c c D 41wY D Q erseas� ,Mt1e"gt9 - - Scve E E F F G G N nr H Sources:Esn,HERE, Garmin,Intermap increment P Corp.,GEBCO,USGS,l O,NIPS,NRCAN, k{ S GeoBa se, IGN, Ka aster l Ordnan a Survey, Esn Jar an, Ml Esn Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIS Jser Community, l Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant ""I STETSON DA_2100 Conducted: Sea 61afft 11 °1 CL ARVIEW 00:0:/ Page 20 of 35120 8 Florida GEWGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 e e � f sot o�t¢a'K`yS. c 0 D E kk,�, ly E �y F F G G n nr H Sources:Esn,HERE.Garmin,Intermap increment P Corp.,GEBCO,USGS,l O,NIPS,NRCAN, k{ S GeoBase, IGN, Ka aster i Ordnan a Survey, Esri Ja n, Mi Esn Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG User Community, I Monroe 2.500 1,250 L 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 ,r Conducted: Sea 61a]it 11 ' CL ARVIEW q-r-F' �1 -I'm Page 21 of 3512018 Florida GE GRAPHIC r Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 No Name Kee C C D D E E Q F F WOW G G n H Sources:Esri,HER Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD,NIPS,Ni H S GeoBa se, IGN, Ka aster NL, Ordnan a Survey, Esri Jai METI, Esri China (Hong Kong), swisstcpo, U Ope Streeti contribu ors, and the GIG Jser Community, i Monroe 2,500 112501 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100 rfrrhill Coo/ Conducted: Sea 61"1 11 '� � CL ARVIEW Page 22 of 3512018 Forida " GE GRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 e Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20.01 -30 40.01 -50 B B C C D D E E F e'1 F Big rase> „i G G N R+F, A S es:Esn, termap mcrement P Corp.,GE6CO3 USGS,F C,NIPS,NRCAN, H H S o GN, a rdnan a Sv r,rey, Esn ,1a n, METI, Esri Ch. a (Hong Kong), s s O r a ors, and the GIG User Community, icrosafl, Monroe a.sao 1.zsa 1 2 3 4 5 6 7 8 Extentinaicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON Coo DA_2100 � "� �-� - Conducted: Spa Gic�lit � '� � CI. ARVIEW Page 23 of 3512018 Florida w�� GE GRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 10.01 -20 0 zo 01 -30 B B .................. c c D \;kl— '—d D E E >C�`o F F G G N \ F. H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FAD,NPS,NRCAN, f{ S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esn Ch. a (Hong Kong), swisstcpo, O Ope StreetMap contribu ors, and the GIG Jser Community, Kcrosch, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant 1 t STETSON DA_2100 /, r- Conducted: Sea 61afft 1 I CI. ARVIEW Page 24 of 35 2018 Florida GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 0 10.01 -20 20-01 -30 40.01 -50 B B a C C D D d E E F F ip Gcrn t" G C2 G Q P. b1t- N ( , hh-, H u e Es H armin,Inte ap ncrement P AUl NPS,NRCAN, �{S G Gas I N Ka ast NL, Or an a Survey, Es Ja (Hong Kong), swisstop pe Stree ap co ibu ors, and the G icrosch, Monroe 2,500 1,250 0 2,500' County a d Stetson Unive sity 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON Coo DA_2100 " r Conducted: Sea�Ic�lit 1 '� � CL ARVIEW Page 25 of 3512018 Florida w � GEGRAPHlC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars g A 00-10 0 10.01 -20 0 20 01 -30 L IiI� B 40.01 -50 1:ichh, B t 50.01 -60 i- 60.01 -70 IL )d Y C �r torad�Keys Sr,cnac^N � � C R,rnrod Ke y D D IV E E F F G G N F\ F. H Sources Esri,HER Garmin,Intermap increment P Corp.,GEBCQ,USGS,F O,NPS,NRCAN, H S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esn Ch a (Hong Kong), swisstapo, U Ope StreetMap contribu ors, and the GIS User Community, Wcroscft, Monroe 2,500 11250 0 21500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100 � "� r-� - Ero:/ Conducted: Sea G ant 1 '� ( CI ARVIEW Page 26 of 35 2018 Florida w�� GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars 0 A 0-10 Q B B C C Q D D n r E E tt f•- F F G � G R' E H Sources Esn,HERE,Garmin,Inte map incr)andt rp.,GEBCO,USGS.F O.NPS,NR AN, �.{ S GeoBase, IGN, Ka aster NL, O n e SJarn, METI, Esri Ch a (Hong g), swisstcpo, U Ope Streetl contri a ors, IS ser Community, Microsoft, nrce 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 Conducted: Sea 61" ll� 1 ' CI ARVIEW Coo/ WW Page 27 of 35 2018 Florida GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment t A Millions of Dollars A 00-10 a 0 10.01 -20 C? 20.01 -30 C> 30.01 -40 B B 40.01 -50 60.01 -70 ° _ irk v lam -`-Qvr rirn�rl,arwd - C C O c D D E eE ___1 F F G G N \ F, H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NPS,NRCAN, f{ S Gec Bs se, IGN, Ka aster NL, Ordnan a Survey, Esri Jarn, METI, Esn Ch. a (Hong Kong), swisstcpo, U Ope StreetMap contribu ors, and the GIS Jser Community, Pficrosch, Monroe 2,500 1,2501 0 1 2,500, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100 � "� r-' - Coo/ Conducted: Sea Want 1 '� ( CI ARVIEW Page 28 of 35 2018 Florida w�� GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 10.01 -20 40 01 -50 B B C C p b _.. Te i he Y A,er - d D D E E t kidjoe Key- IF F G G R U N R' F, H a ap increment P G USGS,F ,NPS, AN, f{ S Geo as IG Ka as r N', Or an )Ot, t Ja n, M q I, Esri Ch (Hon ong), pe etMap co tr s, a the GIS ser Co munty, i rosott Mornoe 2,500 1,250 0 2,500' tson niver i 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � � STETSON DA_2100 � �•• - Conducted: Sea Brant f l CI ARVIEW Page 29 of 35 2018 Florida �� GEGRAPHiC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars 0-10 10.01 -20 20 01 -30 40.01 -50 r• C ] C "ke D ,"' D I:a�I :at �nnt E E F F G G N 6\ F. H Sources Esri,HER ,Garmin,Intermap increment P Corp.,GEBCQ USGS,F O,NIPS,NRCAN, f{ S Gec Ba se, IGN, Ka aster NL, Ordnan a Survey, Esn Jarn, METI, Esn Ch. a (Hong Kong), swisstcpo, 0 Ope StreetMap contribu ors, and the GIG Jser Community, l Monroe 2. 2501 0 2,500' County and Stetson University 1 2 1 3 4 1 5 6 7 8 Extentinaicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100 � "� r-� - Conducted: Spa Will1 '� � CI. ARVIEW Page 30 of 3512018 Florida w�� GE GRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 Swddlebutri ` 10.01 -20 Keys 20 01 -30 cz B B II i II1^I C e n Ij D D E E Q F F G G n �\ F. H Sources:Esri,HER ,Garmin,Intermap increment P Corp. GE6CO3 USGS,F O,NPS,NRCAN, F{ S p Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esn ,1a, n, METI, Esri Ch na (Hong Kong), swisstopc, © OperiStreetMap contribu ors, and the GIS Jser Community, Microsoft, Monroe 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent Indicator Stormwater Inventory & Resilience Modeling R/C-S-65 Grant DA 21 STETSON DA_2100 � "� P•• - Conducted: Se h1afft ' CI. ARVIEW 0011U Coo/ Page 31 of 35 2018 Florida GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars c0 A 0-10 10.01 -20 20 01 -30 B ® B O C C ,r hr_ D y o f} D F:u 4)at I E (7 E 0 O o F F I:7 ------------ O D G n �.{ Sources Esn,HER ,Garmfn,Intermap increment P Corp.,GE6CQ USGS,FA O,NIPS,NRCAN, f{ S Geo Base, IGN, Ka aster NL, Ordnan ors, Esri Ja n, METI, Esn Ch a (Hong Kong), .Irtopo, 0 Ope StreetMap contribu ors, and the GIS Aer Community, lficroclt, Monrce 2,500 1,250 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant j � STETSON DAao�/ _2100 "� r Conducted: U��Giclit 1 t, CI ARVIEW Page 32 of 3512018 Florida GEGRAPHlC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars o A D o-10 10.01 -20 s 6 c G Fn'_r F I i iod D D cw 0 4� E � c"i �I E F F RP P G ( G 'All 6\ F H Sources:Esn,HERE,Garmin,Intermap increment P Corp.,GEBCO,USGS,F O,NIPS,NRCAN, �.{ S GeoBase, IGN, Ka aster NL, Ordnan a Survey, Esri Jaran, METI, Esn Ch na (Hong Kong), swisstcpo, O ope StreetMap contribu ors, and the GIG User Community, l Monroe 2,500 1,?.LGL 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant � STETSON DA_2100Coo/ � "� r•• - Conducted: Sea Want1 t, � CI. ARVIEW Page 33 of 35 2018 Florida GEGRAPHIC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 0-10 10.01 -20 20 01 -30 30.01 -40 B B 40.01 -50 50.01 -60 60.01 -70 - 100.01 + C C V d � Q Q Ell 145_4� d E +� Na E Q� ,11 7 Q � F c U. F o G G rWd, N 1\ F. H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GE6CQ USGS,F O,NiNRCAN, f{ S GeoBase, IGN, Ka aster NL, Or' a Survey, Esn Jaran, METI, Esri China (Hong Kong), swisstcpo, 0 Ope Streeti contribu ors, and the GIG Jser Community, I Monroe 2,500 1,?,LGL 0 2,500' County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling DA 21 R/C-S-65 Grant � STETSON DA_2100 " r Conducted: Sea brunt � '� r CI. ARVIEW Coo/ Page 34 of 35 2018 Florida GEGRAPHlC Map Series 10: Hazus-MH 100-Year Coastal Flood Model Damage Assessment for Monroe County 2100 Intermediate High Sea-Level Rise &2014 Assessed Valuations 1 2 3 4 5 6 7 8 Damage Assessment A Millions of Dollars A 00-10 10.01 -20 20 01 -30 30.01 -40 B B 40.01 -50 50.01 -60 60.01 -70 r;�trI c c D a D 1 ud4 E E 'ON, F a F G G N F\ F. H Sources Esn,HER ,Garmin,Intermap increment P Corp.,GEBCO,USGS,FA O,NPS,NRCAN, H S Gec Base, IGN, Ka aster NL, Ordnan a Survey, Esri Jar an, METI, Esri Ch na (Hong Kong), swisstcpo, © Ope StreetMap contribu ors, and the GIG Aer Community, Microsoft, Monroe 2,500 1,250 0 2,500, County and Stetson University 1 2 3 4 5 6 7 8 Extent indicator Stormwater Inventory & Resilience Modeling NOAA R/C-S-65 Grant STETSON DA_2100 r- Conducted: Sea 61afft 1 ' F CI ARVIEW Coo/ Page 35 of 35 2018 Florida GEGRAPHIC