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<Process Date="20180511" Time="204147" ToolSource="c:\program files (x86)\arcgis\desktop10.3\ArcToolbox\Toolboxes\Data Management Tools.tbx\CalculateField">CalculateField FloodZone_1PCT_Seamless V_DATUM PRVD02 VB #</Process>
<Process Date="20190328" Time="095754" ToolSource="c:\program files (x86)\arcgis\desktop10.6\ArcToolbox\Toolboxes\Data Management Tools.tbx\CalculateField">CalculateField "Puerto Rico Advisory 1PCT\FloodZone_1PCT_SeamlessCorrected" FLD_ZONE "Coastal A Zone" VB #</Process>
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<CharSetCd value="004"/>
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<ScopeCd value="005"/>
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<mdContact>
<rpIndName>Andrew Martin</rpIndName>
<rpOrgName>FEMA - Mitigation Advisor//Federal Disaster Recovery Coordinator</rpOrgName>
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<cntPhone>
<voiceNum>(877) FEMA-MAP</voiceNum>
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<cntAddress addressType="both">
<delPoint>1800 South Bell Street</delPoint>
<city>Arlington</city>
<adminArea>VA</adminArea>
<postCode>22202</postCode>
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<rpIndName>Andrew Martin</rpIndName>
<rpOrgName>FEMA</rpOrgName>
<rpPosName>Mitigation Advisor//Federal Disaster Recovery Coordinator</rpPosName>
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<voiceNum>(877) FEMA-MAP</voiceNum>
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<delPoint>1800 South Bell Street</delPoint>
<city>Arlington</city>
<adminArea>VA</adminArea>
<postCode>22202</postCode>
<country>US</country>
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<linkage>http://www.jp.pr.gov/sigepr/advsmap</linkage>
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<resTitle Sync="TRUE">ABFE</resTitle>
<date>
<pubDate>2018-03-26</pubDate>
</date>
<citRespParty>
<rpOrgName>STARRII</rpOrgName>
<role>
<RoleCd value="006"/>
</role>
</citRespParty>
<citRespParty>
<rpOrgName>Federal Emergency Management Agency</rpOrgName>
<rpCntInfo>
<cntAddress>
<delPoint>Washington, DC</delPoint>
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<fgdcGeoform>vector digital data</fgdcGeoform>
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<idAbs>The Federal Emergency Management Agency (FEMA) has developed the Advisory Flood Zones. They provide full geospatial representation of the coastal and riverine Advisory Base Flood Elevations (1% annual chance coastal flood hazard), including both storm surge and wave components. FEMA is providing an advisory floodway to provide a geospatial limit of the channel of rivers or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than the designated height. FEMA has developed the Coastal A Zone to approximate the extent of breaking waves less than 3 ft and equal to and greater than 1.5 ft in height for the 1-Percent-Annual-Chance flood events</idAbs>
<idPurp>The Advisory Flood Zones are intended to serve as the best available data for understanding coastal and riverine flood hazard risk and the elevations that communities should build to in order to protect themselves from future flood events. The advisory floodway provides a cartographic delineation of the river channel area based on the effective riverine flood hazard and edited to serve advisory purposes. The Advisory Coastal A Zone is intended to serve as the best available data for understanding coastal flood hazard risk and the elevations that communities should build to in order to protect themselves from future coastal flood events. Areas within the Coastal A Zone are subject to waves equal to or greater than 1.5 ft but less than 3 ft. Post-disaster building inspections and scientific studies have shown that waves equal to and greater than 1.5 ft are sufficient to induce structural damage to many National Flood Insurance Program compliant structures on shallow or solid wall foundations. The FEMA Coastal Construction Manual and American Society of Civil Engineers recommend Zone VE construction practices inside of the Coastal A Zone. The 2018 International Residential Building Code requires higher building standards in Coastal A Zones. As part of the long term recovery effort,the ABFEs, floodways and Coastal A Zone are tools for Federal, State, and local officials, building officials, builders and architects, insurance professionals, and property owners to make informed decisions during rebuilding and to mitigate losses from future flood events, safeguard lives, and protect the private and public investment in rebuilding.</idPurp>
<idStatus>
<ProgCd value="007"/>
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<maintFreq>
<MaintFreqCd value="012"/>
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<placeKeys>
<keyword>Commonwealth of Puerto Rico, Puerto Rico, Culebra, Vieques</keyword>
<thesaName>
<resTitle>U.S. Board on Geographic Names</resTitle>
</thesaName>
</placeKeys>
<themeKeys>
<keyword>flood map</keyword>
</themeKeys>
<themeKeys>
<keyword>FEMA</keyword>
</themeKeys>
<themeKeys>
<keyword>environment, oceans, boundaries</keyword>
<thesaName>
<resTitle>ISO 19115 Topic Category</resTitle>
</thesaName>
</themeKeys>
<searchKeys>
<keyword>flood map</keyword>
<keyword>environment</keyword>
<keyword>oceans</keyword>
<keyword>boundaries</keyword>
<keyword>FEMA</keyword>
<keyword>Commonwealth of Puerto Rico</keyword>
<keyword>Puerto Rico</keyword>
<keyword>Culebra</keyword>
<keyword>Vieques</keyword>
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<resConst>
<LegConsts>
<useLimit>No warranty expressed or implied is made by FEMA regarding the utility of the data on any other system, nor shall the act of distribution constitute any such warranty.</useLimit>
<othConsts>This advisory data was disseminated by the FEMA.</othConsts>
</LegConsts>
</resConst>
<resConst>
<SecConsts>
<class>
<ClasscationCd value="001"/>
</class>
<classSys>FIPS Pub 199</classSys>
<handDesc>Standard Technical Controls</handDesc>
</SecConsts>
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<resConst>
<Consts>
<useLimit>This product is not be used as information to support regulatory floodplain designation or insurance ratings. Use of data is to provide the FEMA with guidance to disseminate to communities rebuilding after Hurricane Maria. The advisory elevations do not include freeboard and/or any additional safety factor to account for potential future increases of the coastal flood hazard due to sea level rise. Advisory mapping information was not adjusted to provide a seamless tie to any existing hazard Flood Insurance Study (FIS) mapping in adjacent areas.</useLimit>
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<TopicCatCd value="007"/>
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<tpCat>
<TopicCatCd value="003"/>
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<TopicCatCd value="014"/>
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<exDesc>Publication date</exDesc>
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<tmPosition>2018-02-25</tmPosition>
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<dataExt>
<geoEle>
<GeoBndBox>
<westBL>-67.276811</westBL>
<eastBL>-65.217011</eastBL>
<southBL>17.903487</southBL>
<northBL>18.522432</northBL>
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<exTypeCode Sync="TRUE">1</exTypeCode>
<westBL Sync="TRUE">-67.276050</westBL>
<eastBL Sync="TRUE">-65.218445</eastBL>
<northBL Sync="TRUE">18.521305</northBL>
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<dateNext>20180225</dateNext>
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<dqInfo>
<dqScope>
<scpLvl>
<ScopeCd value="005"/>
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<report type="DQConcConsis">
<measDesc>Processes were executed under STARRII Quality Management Plan.</measDesc>
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<report type="DQCompOm">
<measDesc>These data are a complete and continuous delineation, or revised delineation, of the 1% floodplain for Puerto Rico. No data were omitted from this dataset. The Floodway is a subset of the Effective Flood Hazard Areas and consistent with the published accuracy of the FEMA DFIRM database.</measDesc>
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<report dimension="horizontal" type="DQAbsExtPosAcc">
<measDesc>The Advisory Flood Zones were developed from base data fully consistent with accuracy standards presented within FEMA’s Guidelines and Specifications for Flood Hazard Mapping Partners. These data were processed in a manner to generalize Advisory Elevation Zones. ABFE zone boundaries were produced from a generalized surface model of the advisory elevations, zones were subsequently merged, including the floodway and Coastal A Zone, to provide a cartographically simple product. As such, no claims are made to the horizontal accuracy of those zone breaks. The Floodway is a subset of the Effective Flood Hazard Areas and consistent with the published accuracy of the FEMA DFIRM database. The Advisory Coastal A ZOne was developed from base data fully consistent with accuracy standards presented within FEMA’s Guidelines and Specifications for Flood Hazard Mapping Partners. 1.5 ft to 3 ft wave height at transects are derived from the overland wave model, WHAFIS, and the line work between transects follows topographical and landuse information. The delineation is subject to the accuracy constraints of those data, and as with any engineering analysis of this type, variation is possible.</measDesc>
<evalMethDesc>feet</evalMethDesc>
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<QuanResult>
<quanVal>-9999</quanVal>
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<report dimension="vertical" type="DQAbsExtPosAcc">
<measDesc>The Advisory Flood Zones were developed from base data fully consistent with accuracy standards presented within FEMA’s Guidelines and Specifications for Flood Hazard Mapping Partners. These data were processed in a manner to generalize Advisory Elevation Zones. Flood hazard area boundaries, where shown, meet or exceed FEMA Floodplain Boundary Standards. The Floodway is a subset of the Effective Flood Hazard Areas and consistent with the published accuracy of the FEMA DFIRM database. The Advisory Coastal A Zone was developed from base data fully consistent with accuracy standards presented within FEMA’s Guidelines and Specifications for Flood Hazard Mapping Partners. 1.5 ft to 3 ft wave heights at transects are derived from the overland wave model, WHAFIS, and the line work between transects follows topographical and landuse information. The delineation is subject to the accuracy constraints of those data, and as with any engineering analysis of this type, variation is possible.</measDesc>
<evalMethDesc>meters</evalMethDesc>
<measResult>
<QuanResult>
<quanVal>-9999</quanVal>
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<stepDesc>The ABFE flood elevation values and designations for 1% annual chance flood were developed using the 2017 USGS LiDAR data and the coastal modeling data developed as part of the 2009 effective flood insurance study. For riverine areas, approximate level (also called Base Level Engineering (BLE)) analyses were performed to develop this flood hazard data. For coastal shoreline, the new boundaries were delineated for the portions of the shoreline only subjected to overland flooding. Shoreline subjected to wave runup were not redelineated as part of this study, but the effective flood study data was brought forward into the final products. Delineations are based on the effective Still Water Elevations, with wave setup added as part of this study. The resulting elevations are hereafter referred to as total Stillwater. Wave setup was additionally included because the effective study did not include it. New hydrologic and hydraulic analyses utilizing some of the traditional FEMA procedures and guidance were developed. Hydrologic analyses included statistical analyses of stream gage discharges and regression equations. The resulting water surface elevations at the modeling sections and the 2017 USGS LiDAR data were used to delineate the flood hazard boundaries. Hydraulic analyses was developed using HECRAS, one dimensional steady state back water analyses. The analyses includes cross sectional data for various reaches of the flooding sources, primarily streams ad river. The hydraulic model resulted in computation of water surface elevations for the 1% annual chance flood. The analyses included other flood frequencies such as 10%, 4%, 2% and 0.2% annual chance floods. The full hazard elevation was then calculated and mapped into the presented ABFEs and zones. 1)Wave setup associated with the 1% annual chance flood levels were extracted from the effective study for each modeled transect. 2) Setup values at the transect stations were manually interpolated between transects as was originally done in the effective coastal analysis. 3) A new total SWEL raster was developed using effective SWEL raster, converted from Mean Sea level to PRVD02 and the setup surface described in the previous steps. 4) The total SWEL raster was intersected with the 2017 USGS LiDAR to create a new 1-percent annual chance floodplain boundary. 5) Floodplain boundaries were cleaned and smoother for better cartographic presentation. 6) data were quality reviewed and correct; and 7) data were submitted to an independent quality review and corrected as needed. Floodway areas were extracted from the Effective 1% Flood hazard area polygons. Based on the modeling results, locations were identified where wave heights equal 1.5 ft along each WHAFIS transect. In between transects topographical and landuse information applied while interpolating the results from one transect to the next. The Coastal A Zone is defined by the VE Zone boundary seaward and the LiMWA line landward.</stepDesc>
<stepDateTm>2018-02-06</stepDateTm>
<stepProc>
<rpOrgName>Dewberry Consultants, LLC</rpOrgName>
<rpCntInfo>
<cntPhone>
<voiceNum>703-849-0100</voiceNum>
</cntPhone>
<cntAddress addressType="both">
<delPoint>8401 Arlington Blvd</delPoint>
<city>Fairfax</city>
<adminArea>VA</adminArea>
<postCode>22031</postCode>
<country>US</country>
</cntAddress>
</rpCntInfo>
<role>
<RoleCd value="009"/>
</role>
</stepProc>
</prcStep>
</dataLineage>
</dqInfo>
<spatRepInfo>
<VectSpatRep>
<geometObjs Name="Adv_1pct">
<geoObjTyp>
<GeoObjTypCd Sync="TRUE" value="002"/>
</geoObjTyp>
<geoObjCnt Sync="TRUE">0</geoObjCnt>
</geometObjs>
<topLvl>
<TopoLevCd Sync="TRUE" value="001"/>
</topLvl>
</VectSpatRep>
</spatRepInfo>
<eainfo>
<detailed Name="Adv_1pct">
<enttyp>
<enttypl Sync="TRUE">Adv_1pct</enttypl>
<enttypd>Feature class containing information associated with the dataset</enttypd>
<enttypds>FEMA</enttypds>
<enttypt Sync="TRUE">Feature Class</enttypt>
<enttypc Sync="TRUE">0</enttypc>
</enttyp>
<attr>
<attrlabl Sync="TRUE">OBJECTID</attrlabl>
<attalias Sync="TRUE">OBJECTID</attalias>
<attrtype Sync="TRUE">OID</attrtype>
<attwidth Sync="TRUE">4</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef Sync="TRUE">Internal feature number.</attrdef>
<attrdefs Sync="TRUE">Esri</attrdefs>
<attrdomv>
<udom Sync="TRUE">Sequential unique whole numbers that are automatically generated.</udom>
</attrdomv>
</attr>
<attr>
<attrlabl>SHAPE</attrlabl>
<attrdef>Feature geometry.</attrdef>
<attrdefs>Esri</attrdefs>
<attrdomv>
<udom>Coordinates defining the features.</udom>
</attrdomv>
<attalias Sync="TRUE">Shape</attalias>
<attrtype Sync="TRUE">Geometry</attrtype>
<attwidth Sync="TRUE">0</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl>FLD_ZONE</attrlabl>
<attrdef>Zone designations included are: Zone VE, which designates areas in the coastal high hazard zone, subject to high velocity wave action with breaking waves 3 feet in height or higher based on the 1% annual chance flood elevation. Zone AE, which designates areas subject to coastal flood effects, subject to breaking waves less than 3 feet based on the 1% annual chance flood elevation. Zone A, which designates areas subject to riverine flood effects base on the 1% annual chance flood elevation. Zone AO, which designates areas subject to shallow flood effects (usually sheet flow on sloping terrain) based on the 1% annual chance flood elevation.</attrdef>
<attrdefs>STARRII</attrdefs>
<attrdomv>
<edom>
<edomv>A, AE, AO, VE</edomv>
<edomvd>flood zone classification</edomvd>
<edomvds>FEMA</edomvds>
</edom>
</attrdomv>
<attalias Sync="TRUE">FLD_ZONE</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">17</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl>V_DATUM</attrlabl>
<attrdef>The vertical datum used to measure elevations; Default - PRVD02; NP = Not provided for non-coastal X zones</attrdef>
<attrdefs>STARRII</attrdefs>
<attrdomv>
<edom>
<edomv>PRVD02, NP</edomv>
<edomvd>vertical datum of the elevations</edomvd>
<edomvds>STARRII</edomvds>
</edom>
</attrdomv>
<attalias Sync="TRUE">Vertical Datum</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">17</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl>ZONE_SUBTY</attrlabl>
<attrdef>Zone sub-designations included are: Floodway, which designates areas of the effective floodway, can be in A or AE Zones. Coastal A Zone, which designates areas subject to coastal flood effects, subject to breaking waves between 1.5 and 3 feet based on the 1% annual chance flood elevation. Coastal A Zone, Floodway, which designates areas subject to breaking waves between 1.5 and 3 feet and are also in the floodway. 0.2% Annual Chance Flood, which designates areas subject to flooding based on the 0.2% annual chance flood elevation.</attrdef>
<attrdefs>STARRII</attrdefs>
<attrdomv>
<edom>
<edomv>Floodway, Coastal A Zone, Coastal A Zone,Floodway, 0.2% Annual Chance Flood</edomv>
<edomvd>flood zone sub-classification</edomvd>
<edomvds>FEMA</edomvds>
</edom>
</attrdomv>
<attalias Sync="TRUE">Zone Sub-type</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">100</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl>ST_BFE_m</attrlabl>
<attrdef>1% Advisory Base Flood Elevation indicates the expected coastal water surface elevation of a flood having a 1% annual chance of being equaled or exceeded in any given year. The value represents the combined flood elevation of both storm surge, wave setup, and overland wave action. Elevations are in units of meters. Advisory Flood Hazard Zone V or Advisory Flood Hazard Zone A are based on the 1% annual chance flood elevation. Null values (-9999) are reported for Shaded Zone X.</attrdef>
<attrdefs>STARRII</attrdefs>
<attrdomv>
<rdom>
<rdommin>1.2</rdommin>
<rdommax>14.3</rdommax>
<attrunit>meters</attrunit>
</rdom>
</attrdomv>
<attalias Sync="TRUE">1% ACF Static Base Flood Elevation in feet converted to meters</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl>Depth_m</attrlabl>
<attrdef>Depth of flood, meters</attrdef>
<attrdefs>STARRII</attrdefs>
<attrdomv>
<udom>Positive real numbers that are calculated from DEM.</udom>
</attrdomv>
<attalias Sync="TRUE">Depth_m</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">GlobalID</attrlabl>
<attalias Sync="TRUE">GlobalID</attalias>
<attrtype Sync="TRUE">GlobalID</attrtype>
<attwidth Sync="TRUE">38</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl>FZn_1Pct_ID</attrlabl>
<attrdef>A unique identifier</attrdef>
<attrdefs>STARRII</attrdefs>
<attrdomv>
<udom>Positive real numbers</udom>
</attrdomv>
<attalias Sync="TRUE">Unique ID for 1 Pct ACF Zone</attalias>
<attrtype Sync="TRUE">Integer</attrtype>
<attwidth Sync="TRUE">4</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">Shape_Length</attrlabl>
<attalias Sync="TRUE">Shape_Length</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef Sync="TRUE">Length of feature in internal units.</attrdef>
<attrdefs Sync="TRUE">Esri</attrdefs>
<attrdomv>
<udom Sync="TRUE">Positive real numbers that are automatically generated.</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">Shape_Area</attrlabl>
<attalias Sync="TRUE">Shape_Area</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef Sync="TRUE">Area of feature in internal units squared.</attrdef>
<attrdefs Sync="TRUE">Esri</attrdefs>
<attrdomv>
<udom Sync="TRUE">Positive real numbers that are automatically generated.</udom>
</attrdomv>
</attr>
</detailed>
</eainfo>
<mdHrLvName Sync="TRUE">dataset</mdHrLvName>
<refSysInfo>
<RefSystem>
<refSysID>
<identCode Sync="TRUE" code="3857"/>
<idCodeSpace Sync="TRUE">EPSG</idCodeSpace>
<idVersion Sync="TRUE">6.18.3(9.3.1.2)</idVersion>
</refSysID>
</RefSystem>
</refSysInfo>
<spdoinfo>
<ptvctinf>
<esriterm Name="Adv_1pct">
<efeatyp Sync="TRUE">Simple</efeatyp>
<efeageom Sync="TRUE" code="4"/>
<esritopo Sync="TRUE">FALSE</esritopo>
<efeacnt Sync="TRUE">0</efeacnt>
<spindex Sync="TRUE">TRUE</spindex>
<linrefer Sync="TRUE">FALSE</linrefer>
</esriterm>
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