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FEMA Media Library

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Protect Your Property from Flooding

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FEMA REGION IV (BUILDING SCIENCE FACT SHEET 2 OF 2): FEMA Building Science Resources to Help Reduce Risk and Improve Resilience

Together, FEMA's Building Science Branch and Risk MAP program leverage insights about mitigation planning, risk reduction, and building design to create disaster-resilient communities that help reduce the loss of life and property. Within the framework of Risk MAP, communities can use Building Science resources to gain a better understanding of effective mitigation actions to consider.

9/11 20 anos depues
September 11 logo - Spanish

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FEMA Daily Public Assistance Grant Awards Activity 09-07-2021

FEMA Daily Public Assistance Grant Awards Activity 09-07-2021

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2021 Preliminary Damage Assessment Guide

The Preliminary Damage Assessment Guide goes into effect on Oct. 1, 2021. Joint PDAs that occur on or after Oct. 1, 2021, will use the new guidance.

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Finding of No Significant Impact Town of Oak Bluffs Resilient, Infrastructure for East Chop Drive, Town of Oak Bluffs, Dukes County, Massachusetts, PDMC-PJ-01-MA-2018-001


FINDING OF NO SIGNIFICANT IMPACT
TOWN OF OAK BLUFFS RESILIENT INFRASTRUCTURE FOR EAST CHOP DRIVE
TOWN OF OAKS BLUFFS, DUKES COUNTY, MASSACHUSETTS
PDMC-PJ-01-MA-2018-001


The Massachusetts Emergency Management Agency, the grant applicant, submitted to FEMA a Pre-Disaster Mitigation (PDM) grant application on behalf of the Town of Oak Bluffs (Town), the grant subapplicant. The PDM Grant Program is authorized under Section 203 of the Robert T. Stafford Disaster Relief and Emergency Assistance Act, 42 United States Code (U.S.C.) 5133 and provides assistance to eligible state, territory, and local governments, as well as federally recognized tribal governments to help implement sustained pre-disaster natural hazard mitigation programs.
The Proposed Action would stabilize and improve 1,200 feet of a failing coastal revetment along East Chop Bluff. The purpose of the proposed project is to reduce erosion hazards along East Chop Bluff. The project is needed because the existing revetment is failing due to continued erosion caused by wave and storm surge action. Erosion has deteriorated the existing revetment and reduced the vegetation on the bluff, thereby destabilizing the slope and posing a threat to nearby residential homes. Additionally, because the roadbed is undermined by the continued erosion, East Chop Drive is currently closed, impacting evacuation routes and emergency response.
The U.S. Army Corps of Engineers (USACE) completed an Environmental Assessment (EA) and a Finding of No Significant Impact (FONSI) on January 21, 2020, for this project. USACE issued a permit to the town under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403) and Section 404 of the Clean Water Act (33 U.S.C. § 1344) (USACE file number NAE 2017-01616) on January 21, 2020. The project reviewed in the USACE EA included 2,400 feet of revetment work from the toe of the revetment up to the high tide line (HTL). The work proposed for funding under the FEMA grant would include the southern 1,200 feet of the area reviewed by USACE and would also include work above the HTL up to the western side of East Chop Drive.

Operation Blue Roof (Twitter) (Vietnamese)
Operation Blue Roof (Twitter) (Vietnamese)

Operation Blue Roof (Twitter) (Haitian Creole)
Operation Blue Roof (Twitter) (Haitian Creole)

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Final Supplemental Environmental Assessment, Town of Oak Bluffs Resilient, Infrastructure for East Chop Drive, Town of Oak Bluffs, Dukes County, Massachusetts, PDMC-PJ-01-MA-2018-001

The Massachusetts Emergency Management Agency submitted to the Federal Emergency Management Agency (FEMA) a Pre-Disaster Mitigation (PDM) grant application on the behalf of the Town of Oak Bluffs (Town). The PDM Grant Program is authorized under Section 203 of the Robert T. Stafford Disaster Relief and Emergency Assistance Act, 42 United States Code (U.S.C.) 5133. Under the PDM grant program, FEMA may provide technical and financial assistance to states and local governments to assist in the implementation of pre-disaster hazard mitigation measures that are cost-effective and are designed to reduce injuries, loss of life, and damage and destruction of property, including damage to critical services and facilities resulting from natural disasters.
The Proposed Action would stabilize and improve 1,200 linear feet of a failing coastal revetment along East Chop Bluff. The revetment experienced erosion that has undermined the existing road, East Chop Drive, to the point of imminent failure.
The National Environmental Policy Act (NEPA) requires FEMA to consider potential environmental effects before funding or approving actions and projects and to ensure that the public is fully informed about the potential consequences of a proposed federal action. The United States Army Corps of Engineers (USACE) completed an Environmental Assessment (EA) and a Finding of No Significant Impact (FONSI) on January 21, 2020, for this project. USACE issued a permit to the town under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403) and Section 404 of the Clean Water Act (CWA) (33 U.S.C. § 1344) (USACE file number NAE 2017-01616) on January 21, 2020. The project reviewed in the USACE EA included 2,400 linear feet of revetment work from the toe of the revetment up to the high tide line (HTL). The work proposed for funding under the FEMA grant would include the southern 1,200 linear feet of the area reviewed by USACE and would also include work above the HTL up to the western side of East Chop Drive.
FEMA is proposing to adopt the USACE EA in accordance with Title 40 Code of Federal Regulations (C.F.R.) 1506.3(c) because the actions covered by the original environmental assessment and the Proposed Action are substantially the same below the HTL. Because the project proposed for funding under the PDM grant program encompasses a larger area than considered in the USACE EA, FEMA has prepared this Supplemental Environmental Assessment (SEA) to evaluate the potential effects of the Proposed Action and alternatives that were not analyzed in the USACE EA. FEMA will use the findings in this final SEA to determine whether to prepare an environmental impact statement or to issue a FONSI.

Operation Blue Roof (Twitter) (French)
Operation Blue Roof (Twitter) (French)

Operation Blue Roof (Twitter) (Chinese)
Operation Blue Roof (Twitter) (Chinese)

Operation Blue Roof (Twitter) (Spanish)
Operation Blue Roof (Twitter) (Spanish)

Operation Blue Roof (Twitter)
Operation Blue Roof (Twitter)

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FEMA P-58, Seismic Performance Assessment of Buildings - Volume 3, Part I - Supporting Electronic Materials and Background Documentation

The principal product under this combined 10-year work effort was the development of a methodology for seismic performance assessment of individual buildings that properly accounts for uncertainty in our ability to accurately predict response, and communicates performance in ways that better relate to the decision-making needs of stakeholders. This project completed the development of a methodology for seismic performance assessment of individual buildings in December 2018. The final products together describe the resulting methodology, as well as the development of basic building information, response quantities, fragilities, and consequence data used as inputs to the methodology. To allow practical implementation of the methodology, work included the collection of fragility and consequence data for most common structural systems and building occupancies, and the development of an electronic Performance Assessment Calculation Tool (PACT) for performing the probabilistic computations and accumulation of losses. This is Volume 3 Part 1.

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FEMA P-58, Seismic Performance Assessment of Buildings - Volume 3, Part II – Supporting Electronic Materials and Background Documentation

The principal product under this combined 10-year work effort was the development of a methodology for seismic performance assessment of individual buildings that properly accounts for uncertainty in our ability to accurately predict response, and communicates performance in ways that better relate to the decision-making needs of stakeholders. This project completed the development of a methodology for seismic performance assessment of individual buildings in December 2018. The final products together describe the resulting methodology, as well as the development of basic building information, response quantities, fragilities, and consequence data used as inputs to the methodology. To allow practical implementation of the methodology, work included the collection of fragility and consequence data for most common structural systems and building occupancies, and the development of an electronic Performance Assessment Calculation Tool (PACT) for performing the probabilistic computations and accumulation of losses. This is Volume 3 Part II.

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2021 Preliminary Damage Assessment Guide

  • Sep 3, 2021
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FEMA 177. Estimating Losses From Future Earthquakes Panel Report (Panel Report and Technical Background)

his report focuses primarily on loss estimates of the type funded by FEMA. They apply to an urban area or region and are intended primarily for use by local and state governments for disaster response and mitigation planning and the formulation of near-and long-term strategies for earthquake hazard reduction. However, the same basic methods, and many of the techniques for carrying out portions of these basic methods, also apply to other types of loss estimates.

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FEMA P-58, Seismic Performance Assessment of Buildings - Volume 7 - Building the Performance You Need

The principal product under this combined 10-year work effort was the development of a methodology for seismic performance assessment of individual buildings that properly accounts for uncertainty in our ability to accurately predict response, and communicates performance in ways that better relate to the decision-making needs of stakeholders. This project completed the development of a methodology for seismic performance assessment of individual buildings in December 2018. The final products together describe the resulting methodology, as well as the development of basic building information, response quantities, fragilities, and consequence data used as inputs to the methodology. To allow practical implementation of the methodology, work included the collection of fragility and consequence data for most common structural systems and building occupancies, and the development of an electronic Performance Assessment Calculation Tool (PACT) for performing the probabilistic computations and accumulation of losses. This is Volume 7.

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FEMA P-58, Seismic Performance Assessment of Buildings - Volume 6 - Guidelines for Design

The principal product under this combined 10-year work effort was the development of a methodology for seismic performance assessment of individual buildings that properly accounts for uncertainty in our ability to accurately predict response, and communicates performance in ways that better relate to the decision-making needs of stakeholders. This project completed the development of a methodology for seismic performance assessment of individual buildings in December 2018. The final products together describe the resulting methodology, as well as the development of basic building information, response quantities, fragilities, and consequence data used as inputs to the methodology. To allow practical implementation of the methodology, work included the collection of fragility and consequence data for most common structural systems and building occupancies, and the development of an electronic Performance Assessment Calculation Tool (PACT) for performing the probabilistic computations and accumulation of losses. This is Volume 6.

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FEMA P-58, Seismic Performance Assessment of Buildings - Volume 5 - Expected Performance

The principal product under this combined 10-year work effort was the development of a methodology for seismic performance assessment of individual buildings that properly accounts for uncertainty in our ability to accurately predict response, and communicates performance in ways that better relate to the decision-making needs of stakeholders. This project completed the development of a methodology for seismic performance assessment of individual buildings in December 2018. The final products together describe the resulting methodology, as well as the development of basic building information, response quantities, fragilities, and consequence data used as inputs to the methodology. To allow practical implementation of the methodology, work included the collection of fragility and consequence data for most common structural systems and building occupancies, and the development of an electronic Performance Assessment Calculation Tool (PACT) for performing the probabilistic computations and accumulation of losses. This is Volume 5.