Land Subject to Coastal Storm Flowage

Transcription

1 Land Subject to Coastal Storm Flowage Rebecca Haney Coastal Geologist MCZM Lealdon Langley Wetlands & Waterways MassDEP

2 Why do we need these regs? Prevent/reduce flood damage, decrease repetitive loss claims, protect public safety and infrastructure Proposed regulations apply similar standard that has been in effect for Coastal Beaches, Dunes, Land Under the Ocean, Barrier Beaches, and Coastal Banks to LSCSF that overlaps these resource areas AND to LSCSF outside of these other resource areas To advance resiliency to sea level rise and provide opportunity for climate change adaptation Provides standards and guidance in an area that is currently lacking

3 Storm Damage Nantucket Westport Salisbury Scituate

4 Status of Effort Building Code Public Hearings scheduled for March 7, Boston and March 14, Springfield Adds 1 freeboard to A zones, retains revisions adopted in 2009 for freeboard in V-zones, pile supported foundations in Coastal Dune when determined by issuing authority to be significant to storm damage prevention and flood control Coastal A Zone Maps technical review by FEMA. FEMA will update the official maps (NFHL) Stakeholder Group will re-convene to review draft regulations MassDEP will conduct public hearings and commence public comment to promulgate regulations

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6 King Tide Scituate, 2016 Boston, 2016

7 Total claims: Over $369 million These figures do not include uninsured damages--damages that were not insured because the property did not have a flood insurance policy through the NFIP or because the damage was not covered under the policy (e.g., deductible limits, damage above the coverage amount). Additionally, damage from coastal erosion that is not directly connected with a flood event is not covered by the NFIP.

8 Definitions/Terminology Land subject to coastal storm flowage: means land subject to any inundation caused by coastal storms up to and including that caused by the 100-year storm, surge of record or storm of record, whichever is greater. (310 CMR 10.04) 100 year storm = storm having a 1% chance of being equaled or exceeded in a given year. Marshfield

9 Definitions/Terminology Special Flood Hazard Area means the area of land in the flood plain that is subject to a 1% chance of flooding in any given year as determined by the best available information, including, but not limited to, the currently effective or preliminary Federal Emergency Management Agency (FEMA) Flood Insurance Study or Rate Map (except for any portion of a preliminary map that is the subject of an appeal to FEMA) for Land Subject to Coastal Storm Flowage, the Velocity Zone as defined in 310 CMR 10.04, (emphasis added)

10 FEMA Flood Zone Definitions Zone VE (V1-30) Areas of 100-year coastal flood with velocity waves Wave height 3 feet or greater Wave runup depth 3 feet or greater Within primary frontal dune (first dune landward of the beach) Zone AE (A1-30) Areas of 100-year flood; flood elevations May be coastal or riverine Coastal can contain up to 2.9 feet wave height Coastal flood elevations at top of wave envelope Coastal A Zone (MoWA) Portion of the A Zone with waves. Separated from the rest of the A Zone by the LiMWA Zone AO Overwash areas with flow depths of 1 to 3 feet Generally coastal with sloping ground Flow velocities can vary greatly Flow paths are typically not well defined Zone A Areas of 100-year flood; NO flood elevations given Shaded Zone X (B) Areas of 500-year flood Unshaded Zone X (C) Areas of minimal flooding

11 FEMA Flood Zones

12 Flood Insurance Rate Maps

13 Coastal A Zones Subset of the A Zone, where wave heights are Separated from the rest of the A Zone by the Limit of Moderate Wave Action (LiMWA) FEMA has determined that buildings built to traditional A Zone standards receive structural damage under these conditions (FEMA CCM 2011). FEMA FIRMs only show portions of the LiMWA due to overlap with other boundary lines. CZM and DCR updated the LiMWA in MA based on FEMA policy issued in December FEMA is updating the National Flood Hazard Layer, available on the Map Service Center with the full LiMWA. There are currently no regulatory requirements specific to Coastal A Zones.

14 msc.fema.gov/portal

15 Choose Interactive Map to see complete LiMWA

16 Select Show Contents of Map

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19 MassDEP and Conservation Commissions should: Rely on MGL Ch 131, Sect 40 to establish authority. No person shall remove, fill, dredge or alter any...land subject to coastal storm flowage... Presume that LSCSF performs functions for the storm damage prevention and flood control interests Assess how LSCSF functions at a project site Consider whether the project adversely impacts these functions and interests, and Impose conditions to contribute to the protection of the interests.

20 LSCSF functions to: Slow down flood waters, allow them to flow across a natural landform surface, and provide frictional resistance, thereby reducing their energy and destruction potential. When flood waters encounter obstructions, channelization of flood waters and storm-wave overwash occurs, increasing velocity and volume of flow to adjacent or landward areas. Scituate

21 LSCSF Function Allowing water to flow unimpeded under elevated buildings allows energy dissipation. Solid foundations deflect, reflect or redirect waves and flood water, channeling more water flowing at higher velocities onto adjacent resource areas, properties and public roads. Elevating the lowest structural member above the FEMA Base Flood Elevation to account for sea level rise increases storm damage and flood control functions of LSCSF.

22 Function: Slow Down Flood Water Characteristics important for this function: Slope, soil characteristics, vegetation, erodability, permeability. Reduces energy and destruction potential, protecting landward areas. Rockport

23 Function: Allow Flood Waters to Spread Over a Wide Area Sediment transport reduces energy and storm damage Scituate Source: Google

24 LSCSF functions to: Allow flood waters to be detained, absorbed into the ground, or evaporated into the atmosphere. Protect the land from storm erosion by providing a substrate for vegetation that helps to stabilize sediments and slow down floodwater.

25 Reduced Function - Increased storm damage Hull

26 Straits Pond, Hull, MA

27 Projects can diminish LSCSF functions: Buildings on solid foundations and impervious surfaces in the floodplain may channel flood waters, with a higher velocity of flow to adjacent areas. Reducing vegetation and pervious areas reduces surfaces that can detain, absorb, slow, or evaporate waters, thereby changing the drainage characteristics in a manner that could cause increased flood damage on adjacent properties.

28 Obstructions to Flow: channelizes flood water, increases velocity of water

29 Flow Channels: Findings from FEMA Hurricane Sandy Report

30 Impacts of Flow Channelization Undermined house with damaged foundation between flow channels B and C. House washed into the bay at the site of flow channel A

31 Impacts of Flow Channels Undermined house south of flow channel D.

32 Coastal Engineering Structures Coastal engineering structures often deflect, reflect and redirect storm waves, affecting adjacent properties and landward areas with wave energy, overwash and floodwaters. Erosion occurs seaward of the structures as a result of the wave reflection, and overtopping damages buildings and causes erosion landward of structures.

33 FEMA Hurricane Sandy Findings Buildings within feet of shore-parallel erosion control structures (e.g., seawall, bulkhead, revetment), overtopped by storm waves and/or surge during Hurricane Sandy were damaged, even when the erosion control structure survived.

34 Coastal Engineering Structures Best management practices should be used to reduce wave reflection, overtopping, and damage landward of and adjacent to coastal engineering structures. Keep the CES as far landward as possible Address sources of upland runoff. Sloping structures dissipate wave energy better than vertical structures.

35 CES Best Management Practices Maintain the level of the beach seaward of the structure. Break the cycle of bigger structures.

36 CES Best Management Practices Minimize end effects on adjacent properties by pulling the structure back from the property line. Transition to adjacent properties.

37 LSCSF: Hydraulically Restricted Areas Filling areas where water flow is restricted, such as where pipes, culverts, dikes, or other physical restrictions limit water flow may require compensatory flood storage. OCEAN MARSH

38 Projects can diminish LSCSF functions: Dredging or the removal of materials within the coastal floodplain which results in greater water depth, allowing storm waves to break farther inland and to impact upland and wetland resource areas.

39 Case Study 1: Proposed Project in LSCSF Background: Site mapped as A Zone on the FIRM BFE 13, ground elevation 10. Resource area LSCSF, buffer zone to coastal bank. Location of proposed house. Proposed project: new house on a solid foundation with a paved driveway. Solid foundation may reflect waves and channelize flood waters around the foundation onto adjacent properties. Increased volume and velocity of water may increase storm damage to dwellings and town road landward of the site.

40 Alternatives to Reduce Impacts Minimize the project footprint Elevating the building on open pilings would allow flood water to flow unobstructed under the building (include sea level rise). Minimize removal of natural vegetation. Avoid or minimize lawn area. Prefer pervious surfaces (gravel, shell, pea stone) over new solid surfaces (pavement, concrete, pavers). Avoid fill that displaces flood storage capacity or redirects flow onto adjacent properties. Avoid new fences or retaining walls that would channelize moving water. Note: Building Code would require solid foundation with hydraulic openings.

41 Case Study 2: Proposed Project in LSCSF Background: A Zone, BFE 2 above grade. Resource area: LSCSF Proposed: House on a solid foundations with paved driveway. Recommended: use of the existing unpaved road, or use of gravel, pea stone or shell to improve infiltration of floodwater. Building Code: requires solid foundation with hydraulic openings. Location of proposed house

42 Case Study 3: Proposed Project in LSCSF Background Velocity Flood Zone Existing house at grade Proposed project involves tearing down the existing house and building a new one. Site location

43 Case Study 3: Proposed Project in LSCSF

44 Question # 1 The project site involves which of the following resource areas? A) Coastal dune B) Coastal beach C) Land subject to coastal storm flowage D) Barrier beach E) All of the above F) A, C and D

45 Question # 2 The new house should be on: A) At grade foundation with full basement B) Open pilings two feet above the Base Flood Elevation for Building Code C) Open pilings two feet above the Base Flood Elevation and two feet above the adjacent dune D) At grade foundation without a basement E) Open pilings at the Base Flood Elevation for Building Code

46 Question # 3 Improving the new structure s climate resiliency could involve: A) Re-vegetating coastal dune at an on-site location to mitigate for any coastal dune newly impacted by enlarging the structure B) Raising the structure s foundation elevation to comply with the Building Code C) Moving the structure further landward and placing it on a pile foundation D) Moving the structure further landward, placing it on a pile foundation above Base Flood Elevation, 2 above the adjacent coastal dune and enhancing the primary dune seaward of the house E) Constructing a revetment seaward of the structure

47 Storm damages are increasing in lower frequency events. Storm of record can affect greater area than the mapped flood zones. More than half the buildings in NY City affected by Sandy were outside the mapped flood zones. Use best available information regarding actual extent of flooding in coastal storms. 25% of all NFIP claims occur outside mapped flood zones. Summary

48 Take Home Message: Authority to regulate LSCSF established in law. Presume that LSCSF protects storm damage prevention and flood control interests Assessing how LSCSF functions at a project site requires use of FEMA resources (FIRM and profiles), site plans, site observations, knowledge of project design, and knowledge of principles we discussed today.

49 Take Home Message: Considering potential adverse impacts and developing conditions requires evaluating: Height above Base Flood Elevation Type of foundation Vegetation condition and changes Pervious and Impervious surfaces Grade changes Proximity to other structures

50 References FEMA Mitigation Assessment Team Report: Hurricane Sandy in New York and New Jersey (November 2013) Sea Level Rise: Understanding and Applying Trends and Future Scenarios for Analysis and Planning. CZM StormSmart Coasts: mass.gov/czm/stormsmart CZM Coastal Landscaping Website StormSmart Properties Fact Sheets