FEMA 100 & 500 year flood plains (2007)

Metadata:


Identification_Information:
Citation:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
FEMA 100 & 500 year flood plains (2007)
Geospatial_Data_Presentation_Form: Vector Data
Publication_Information:
Publication_Place: Washington, DC
Publisher: Federal Emergency Management Agency
Other_Citation_Details:
Metadata_File_Name: 36119C_20070928_metadata.txt
Online_Linkage: www.msc.fema.gov
Online_Linkage: http://giswww.westchestergov.com/gismap
Online_Linkage: http://giswww.westchestergov.com/download/wcflood.zip
Online_Linkage: http://giswww.westchestergov.com/
Description:
Abstract:
The Digital Flood Insurance Rate Map (DFIRM) Database depicts flood risk information and supporting
data used to develop the risk data. The primary risk classifications used are the 1-percent-annual-chance
flood event, the 0.2-percent-annual-chance flood event, and areas of minimal flood risk. The DFIRM
Database is derived from Flood Insurance Studies (FISs), previously published Flood Insurance Rate Maps
(FIRMs), flood hazard analyses performed in support of the FISs and FIRMs, and new mapping data,
where available. The FISs and FIRMs are published by the Federal Emergency Management Agency (FEMA).
The file is georeferenced to earth's surface using the UTM projection and coordinate system.The
specifications for the horizontal control of DFIRM data files are consistent with those required for
mapping at a scale of 1:12,000.
Purpose:
The FIRM is the basis for floodplain management, mitigation, and insurance activities for the National
Flood Insurance Program (NFIP). Insurance applications include enforcement of the mandatory purchase
requirement of the Flood Disaster Protection Act, which "... requires the purchase of flood insurance by
property owners who are being assisted by Federal programs or by Federally supervised, regulated or
insured agencies or institutions in the acquisition or improvement of land facilities located or to be located
in identified areas having special flood hazards," Section 2 (b) (4) of the Flood Disaster Protection Act of
1973. In addition to the identification of Special Flood Hazard Areas (SFHAs), the risk zones shown on the
FIRMs are the basis for the establishment of premium rates for flood coverage offered through the NFIP.
The DFIRM Database presents the flood risk information depicted on the FIRM in a digital format suitable
for use in electronic mapping applications. The DFIRM database is a subset of the Digital FIS database that
serves to archive the information collected during the FIS.
Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20070928
Currentness_Reference:
FIRM and FIS effective date
Status:
Progress: Complete
Maintenance_and_Update_Frequency: Irregular
Spatial_Domain:
Bounding_Coordinates:
West_Bounding_Coordinate: -74.1115
East_Bounding_Coordinate: -73.3674
North_Bounding_Coordinate: 41.4263
South_Bounding_Coordinate: 40.7442
Keywords:
Theme:
Theme_Keyword_Thesaurus: None
Theme_Keyword: FEMA Flood Hazard Zone
Theme_Keyword: DFIRM
Theme_Keyword: Digital Flood Insurance Rate Map
Theme_Keyword: Special Flood Hazard Area
Theme_Keyword: DFIRM Database
Theme_Keyword: NFIP
Theme_Keyword: SFHA
Theme_Keyword: Flood Insurance Rate Map
Theme_Keyword: FIRM
Theme_Keyword: Riverine flooding
Theme_Keyword: Floodway
Theme_Keyword: Base Flood Elevations
Theme_Keyword: Coastal flooding
Place:
Place_Keyword_Thesaurus: None
Place_Keyword: WESTCHESTER COUNTY
Place_Keyword: NEW YORK
Access_Constraints: None
Use_Constraints:
The hardcopy FIRM and DFIRM and the accompanying FISs are the official designation of SFHAs and
Base Flood Elevations (BFEs) for the NFIP.  For the purposes of the NFIP, changes to the flood risk
information published by FEMA may only be performed by FEMA and through the mechanisms established
in the NFIP regulations (44 CFR Parts 59-78).
These digital data are produced in conjunction with the hardcopy FIRMs and generally matches the
hardcopy map exactly.  However the hardcopy flood maps and flood profiles are the authoritative
documents for the NFIP.
Acknowledgement of FEMA would be appreciated in products derived from these data.
Point_of_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Federal Emergency Management Agency
Contact_Position: Federal Insurance and Mitigation Administration
Contact_Address:
Address_Type: mailing address
Address:
500 C Street, S.W.
City: Washington
State_or_Province: District of Columbia
Postal_Code: 20472
Country: USA
Contact_Voice_Telephone: 1-800-358-9616
Contact_Electronic_Mail_Address: www.msc.fema.gov
Native_Data_Set_Environment:
Original data development environment varies. Finishing of the data is done using ESRI's ArcGIS software.
Cross_Reference:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
Flood Insurance Study, WESTCHESTER COUNTY, NEW YORK
Geospatial_Data_Presentation_Form: Document
Publication_Information:
Publication_Place: Washington, DC
Publisher: Federal Emergency Management Agency
Cross_Reference:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
Flood Insurance Rate Map, WESTCHESTER COUNTY, NEW YORK
Geospatial_Data_Presentation_Form: Map
Publication_Information:
Publication_Place: Washington, DC
Publisher: Federal Emergency Management Agency
Cross_Reference:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
Raster DFIRM, WESTCHESTER COUNTY, NEW YORK
Geospatial_Data_Presentation_Form: Raster Digital Data
Publication_Information:
Publication_Place: Washington, DC
Publisher: Federal Emergency Management Agency
Back to Top
Data_Quality_Information:
Attribute_Accuracy:
Attribute_Accuracy_Report:
The DFIRM Database consists of countywide vector files and associated attributes produced in conjunction
with the hard copy FEMA FIRM. The published effective FIRM and DFIRM maps are issued as the official
designation of the SFHAs. As such they are adopted by local communities and form the basis for
administration of the NFIP. For these purposes they are authoritative. Provisions exist in the regulations
for public review, appeals and corrections of the flood risk information shown to better match real world
conditions. As with any engineering analysis of this type, variation from the estimated flood heights and
floodplain boundaries is possible. Details of FEMA's requirements for the FISs and flood mapping process
that produces these data are available in the Guidelines and Specifications for Flood Hazard Mapping
Partners.  Attribute accuracy was tested by manual comparison of source graphics with hardcopy plots and
a symbolized display on an interactive computer graphic system.
Independent quality control testing of FEMA's DFIRM database was also performed.
To obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or floodways have been
determined, users are encouraged to consult the Flood Profiles and Floodway Data and/or Summary of
Stillwater Elevations tables contained within the FIS report that accompanies this DFIRM database.
Users should be aware that BFEs shown in the S_BFE table represent rounded whole-foot elevations.
These BFEs are intended for flood insurance rating purposes only and should not be used as the sole source
of flood elevation information.  Accordingly, flood elevation data presented in the FIS report must be used
in conjunction with the FIRM for purposes of construction and/or floodplain management.  The 1-percent-annual-
chance water-surface elevations shown in the S_XS table match the regulatory elevations shown in
the FIS report.
Logical_Consistency_Report:
When FEMA revises an FIS, adjacent studies are checked to ensure agreement between flood elevations at
the boundaries.  Likewise flood elevations at the confluence of streams studied independently are checked
to ensure agreement at the confluence.  The FIRM and the FIS are developed together and care is taken to
ensure that the elevations and other features shown on the flood profiles in the FIS agree with the
information shown on the FIRM.  However, the elevations as shown on the FIRM are rounded whole-foot
elevations.  They must be shown so that a profile recreated from the elevations on the FIRM will match
the FIS profiles within one half of one foot.
Completeness_Report:
Data contained in the DFIRM Database files reflect the content of the source materials.  Features may have
been eliminated or generalized on the source graphic, due to scale and legibility constraints.  With new
mapping, FEMA plans to maintain full detail in the spatial data it produces.  However, older information is
often transferred from existing maps where some generalization has taken place.
Flood risk data are developed for communities participating in the NFIP for use in insurance rating and for
floodplain management. Flood hazard areas are determined using statistical analyses of records of river
flow, storm tides, and rainfall; information obtained through consultation with the communities; floodplain
topographic surveys; and hydrological and hydraulic analysis. Both detailed and approximate analyses are
employed. Generally, detailed analyses are used to generate flood risk data only for developed or
developing areas of communities. For areas where little or no development is expected to occur, FEMA uses
approximate analyses to generate flood risk data. Typically, only drainage areas that are greater than one
square mile are studied.
Positional_Accuracy:
Horizontal_Positional_Accuracy:
Horizontal_Positional_Accuracy_Report:
The DFIRM Database consists of countywide vector files and associated attributes produced in conjunction
with the hardcopy FEMA FIRM. The published effective FIRM and DFIRM are issued as the official designation
of the SFHAs. As such they are adopted by local communities and form the basis for administration of the
NFIP. For these purposes they are authoritative. Provisions exist in the regulations for public review,
appeals and corrections of the flood risk information shown to better match real world conditions. As with
any engineering analysis of this type, variation from the estimated flood heights and floodplain boundaries
is possible. Details of FEMA's requirements for the FISs and flood mapping process that produces these data
are available in the Guidelines and Specifications for Flood Hazard Mapping Partners.  Horizontal accuracy
was tested by manual comparison of source graphics with hardcopy plots and a symbolized display on an
interactive computer graphic system.
Independent quality control testing of FEMA's DFIRM database was also performed.
Vertical_Positional_Accuracy:
Vertical_Positional_Accuracy_Report:
The DFIRM Database consists of countywide vector files and associated attributes produced in conjunction
with the hardcopy FEMA FIRM. The published effective FIRM and DFIRM maps are issued as the official
designation of the SFHAs. As such they are adopted by local communities and form the basis for
administration of the NFIP. For these purposes they are authoritative. Provisions exist in the regulations
for public review, appeals and corrections of the flood risk information shown to better match real world
conditions. As with any engineering analysis of this type, variation from the estimated flood heights and
floodplain boundaries is possible. Details of FEMA's requirements for the FISs and flood mapping process
that produces these data are available in the Guidelines and Specifications for Flood Hazard Mapping
Partners.  Vertical accuracy was tested by manual comparison of source graphics with hardcopy plots and
a symbolized display on an interactive computer graphic system.
Independent quality control testing of FEMA's DFIRM database was also performed.
Lineage:
Source_Information:
Source_Citation:
Citation_Information:
Originator: Westchester County GIS
Publication_Date: 1998
Title:
Westchester County Municipal Boundaries
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: White Plains, NY
Publisher: Westchester County GIS
Other_Citation_Details:
Coverage identifies corporate boundaries for all 44 municipal jurisdictions in Westchester County. Coverage originally obtained from New York State Office for Real Property Services (ORPS).
Source_Scale_Denominator: 24000
Type_of_Source_Media: On line
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 1998
Source_Currentness_Reference:
publication date
Source_Citation_Abbreviation:
BASE2
Source_Contribution:
Location of political entities.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
Flood Insurance Study
Geospatial_Data_Presentation_Form: Map and report
Publication_Information:
Publication_Place: Washington, D.C.
Publisher: Federal Emergency Management Agency
Other_Citation_Details:
The FIS and FIRM are the basis for floodplain management, mitigation, and insurance activities for the National Flood Insurance Program (NFIP). This DFIRM includes data previously published by FEMA in the following Flood Insurance Studies: Village of Ardsley, NY 19780929, Town of Bedford, NY 19791204, Village of Briarcliff Manor, NY 19780201, Village of Bronxville , NY 19790301, Village of Buchanan, NY 19790727, Town of Cortlandt, NY 19850417, Village of Croton-on-Hudson, NY 19831102, Village of Dobbs Ferry, NY 19790416, Town of Eastchester, NY 19791115, Village of Elmsford, NY 19790615, Town of Greenburgh, NY 19870618, Town of Harrison, NY 19910805, Village of Hastings-on-Hudson, NY 19790402, Village of Irvington, NY 19790315, Village of Larchmont, NY 19840716, Town of Lewisboro, NY 19840309, Town of Mamaroneck, NY19890915, Village of Mamaroneck, NY 19840403, Village of Mount Kisco, NY 19860918, Town of Mount Pleasant, NY 19820929, City of Mount Vernon, NY 19781017, Town of New Castle, NY 19910102, City of New Rochelle, NY 19830106, Town of North Castle, NY 19910102, Town of North Salem, NY 19860703, Town of Ossining, NY 19830316, Village of Ossining, NY 19820705, City of Peekskill, NY 19840815, Village of Pelham, NY 19790402, Village of Pelham Manor, NY 19790103, Village of Pleasantville, NY 19790215, Village of Port Chester, NY 19840501, Town of Pound Ridge, NY 19910206, City of Rye, NY 19841101, Village of Rye Brook, NY 19790928, Village of Scarsdale, NY 19800618, Village of Sleepy Hollow, NY 19810817, Town of Somers, NY 19860904, Village of Tarrytown, NY 19811118, Village of Tuckahoe, NY 19790215, City of White Plains, NY 19800102, City of Yonkers, NY 19980121, Town of Yorktown, NY 19930816. FEMA has updated the FIS to include restudy information. The restudy information includes: the incorporation of the incorporated communities within, Westchester County in a countywide format. Information on the authority and acknowledgments for each jurisdiction included in this countywide FIS, as compiled from their previously printed FIS reports, is shown below. The Village of Buchanan and the Town of Lewisboro while having floodplains mapped had no previous FIS report. Ardsley, Village of: the hydrologic and hydraulic analyses for the FIS report dated March 1978 were performed by Camp, Dresser and McKee for the Federal Insurance Administration (FIA), under Contract No. H-3832. That work, which was completed in June 1977, covered all significant flooding sources in the Village of Ardsley. Bedford, Town of: the hydrologic and hydraulic analyses for the FIS report dated June 1979 were prepared by Camp, Dresser and McKee for the FIA, under Contract No. H-3832. That work, which was completed in March 1977, covered all significant flooding sources in the Town of Bedford. Briarcliff Manor, Village of: the hydrologic and hydraulic analyses for the FIS report dated August 1977 were performed by Camp, Dresser and McKee, Environmental Engineers, for the FIA, under Contract No. H-3832. That work, which was completed in October 1976, covered all flooding sources in Briarcliff Manor. All field survey work for this study was collected and compiled by Harry R. Feldman, Inc., Civil Engineers and Land Surveyors. Bronxville, Village of: the hydrologic and hydraulic analyses for the FIS report dated October 1978 were performed by Harris-Toups Associates for the FIA, under Contract No. H-3962. That work, which was completed in November 1977, covered all significant flooding sources affecting the Village of Bronxville. Cortlandt, Town of: the hydrologic and hydraulic analyses for the FIS report dated October 17, 1984, were performed by the New York State Department of Environmental Conservation and Dewberry & Davis for FEMA under Contract No. H-4547. That work was completed in December 1982. Croton-on-Hudson, Village of: the hydrologic and hydraulic analyses for the FIS report dated May 2, 1983, were prepared by the New York State Department of Environmental Conservation (NYSDEC) and Dewberry & Davis, under Contract No. H-4547. That work was completed in September 1982. Dobbs Ferry, Village of: the hydrologic and hydraulic analyses for the FIS report dated October 1978 were performed by Harris-Toups Associates for the FIA, under Contract No. H-3962. That work, which was completed in January 1978, covered all flooding sources affecting the Village of Dobbs Ferry. Eastchester, Town of: the hydrologic and hydraulic analyses for the FIS report dated May 1979 for the flood profiles for the Bronx and Hutchinson Rivers and the floodway analysis of the upper Hutchinson River starting from Reservoir No. 1 was done by Camp, Dresser and McKee, Inc. Harris-Toups Associates, under Contract No. H-3962 with the FIA, reviewed their work for incorporation into this study and also performed the floodway analysis for the remainder of the Hutchinson River and for the entire length of the Bronx River. That work, which was completed in January 1978, covered all significant flooding sources affecting the Town of Eastchester. Elmsford, Village of: the hydrologic and hydraulic analyses for the FIS report dated December 1978 were prepared by Harris-Toups Associates for the FIA under Contract No. H-3962. That work, which was completed in December 1977, covered all significant flooding sources in the Village of Elmsford. Hydrologic and hydraulic analyses, excluding floodway analysis for the Saw Mill River, were performed by Camp, Dresser and McKee, Inc., the firm who is preparing the study for the surrounding Town of Greenburgh. Greenburgh, Town of: the hydrologic and hydraulic analyses for the FIS report dated June 18, 1987, were performed by Camp, Dresser and McKee, Inc., for the FIA, under Contract No. H-3832. That work, which was completed in February 1978, covered all significant flooding sources affecting the Town of Greenburgh. Harrison, Town of: the hydrologic and hydraulic analyses for the FIS report dated September 15, 1981, were prepared by Camp, Dresser and McKee for the Federal Emergency Management Agency (FEMA) under Contract No. H-3832. The work for the original study was completed in May 1977. The hydrologic and hydraulic analyses in the FIS revision dated August 5, 1991, were prepared by the NYSDEC for FEMA, under Contract No. EMW-87-R-2448. The work for that revision was completed in March 1989. The hydrologic and hydraulic analyses for that revision were conducted by Leonard Jackson Associates under subcontract to NYSDEC. Hastings-on-Hudson, Village of: the hydrologic and hydraulic analyses for the FIS report dated October 1978 were performed by Harris-Toups Associates for the FIA, under Contract No. H-3962. That work, which was completed in January 1978, covered all significant flooding sources affecting the Village of Hastings-on-Hudson. Irvington, Village of: the hydrologic and hydraulic analyses for the FIS report dated September 1978 were performed by Camp, Dresser and McKee for the FIA under Contract No. H-3832. That work, which was completed in May 1977, covered all significant flooding sources affecting the Village of Irvington. All field survey data for that study were collected and compiled by Harry R. Feldman, Incorporated, under subcontract to the study contractor. Larchmont, Village of: the wave height analysis for the Wave Height Analysis Supplement report dated January 16, 1984, were prepared by Dewberry & Davis for FEMA, under Contract No. EMW-C-0543. That work was completed in March 1963. Mamaroneck, Town of: the hydrologic and hydraulic analyses for the FIS report dated September 15, 1989, represent a revision of the original analyses, prepared by Staunton and Freeman, Consulting Engineers for FEMA under Contract Nos. IAA-H1974 and IAA-H1675 The work for the original study was completed in June 1977. The updated version was prepared by Dewberry & Davis for FEMA under Contract No. EMW-85-C-2044. That work was completed in March 1988. Mamaroneck, Village of: the wave height analysis for the Wave Height Analysis Supplement report dated October 3, 1983, were prepared by Dewberry & Davis for FEMA, under Contract No. EMW-C-0543. That work was completed in March 1963. Mount Kisco, Village of: the hydrologic and hydraulic analyses for the FIS report dated September 18, 1986, were performed by Andrews & Clark, Inc., for FEMA, under Contract No. H-6810. That work was completed in April 1983. Mount Pleasant, Town of: the hydrologic and hydraulic analyses for the FIS report dated January 1982, were prepared by Camp, Dresser and McKee, Inc., for the FIA, under Contract No. H-3832. That work, which was completed in April 1977, covered all significant flooding sources in the Town of Mount Pleasant. Mount Vernon, City of: the hydrologic and hydraulic analyses for the FIS report dated April 1978 were performed by Harris-Toups Associates for the FIA under Contract No. H-3962. That work, which was completed in August 1977, covered all significant flooding sources affecting the City of Mount Vernon. New Castle, Town of: the hydrologic and hydraulic analyses for the FIS report dated March 1979 were prepared by Harris-Toups Associates for the FIA, under Contract No. H-3962. That work, which was completed in December 1977, covered all significant flooding sources in the Town of New Castle. New Rochelle, City of: the hydrologic and hydraulic analyses for the FIS report dated December 1979 were performed by Camp, Dresser and McKee, for the FIA, under Contract No. H-3832. That work, which was completed in December 1977, covered all significant flooding sources affecting the City of New Rochelle. North Castle, Town of: the hydrologic and hydraulic analyses for the FIS report dated December 2, 1983, represent a revision of the original analyses, prepared for FEMA. The hydrologic and hydraulic analyses in the revision dated January 2, 1991, were prepared by Edwards and Kelcey Engineers, Inc., for FEMA, under Contract No. EMW-85-C-1887. That work was completed in June 1988. North Salem, Town of: the hydrologic and hydraulic analyses for the FIS report dated July 3, 1986, were performed by Andrews & Clark, Inc., for FEMA, under Contract No. H-6810. That work was completed in May 1982. Ossining, Town of: the hydrologic and hydraulic analyses for the FIS report dated September 16, 1982, were prepared by the NYSDEC for FEMA, under Contract No. H-4547. That work was completed in December 1980. Ossining, Village of: the hydrologic and hydraulic analyses for the FIS report dated January 5, 1982, were prepared by the NYSDEC for FEMA, under Contract No. H-4547. That work was completed in October 1980. Peekskill, City of: the hydrologic and hydraulic analyses for the FIS report dated February 15, 1984, were prepared by the NYSDEC and Dewberry & Davis for FEMA, under Contract No. 4547. That work was completed in November 1982. Pelham, Village of: the hydrologic and hydraulic analyses for the FIS report dated October 1978 were performed by Harris-Toups Associates for the FIA under Contract No. H-3962. That work, which was completed in October 1977, covered all significant flooding sources affecting the Village of Pelham. Pelham Manor, Village of: the hydrologic and hydraulic analyses for the FIS report dated July 1978 were performed by Harris-Toups Associates, for the FIA, under Contract No. H-3962. That work, which was completed in September 1977, covered all significant flooding sources affecting the Village of Pelham Manor. Pleasantville, Village of: the hydrologic and hydraulic analyses for the FIS report dated August 1978 were performed by Harris-Toups Associates for the FIA, under Contract No. H-3962. That work, which was completed in November 1977, covered all significant flooding sources affecting the Village of Pleasantville. Pound Ridge, Town of: the hydrologic and hydraulic analyses for the FIS report dated May 25, 1984, represent a revision of the original analyses. The hydrologic and hydraulic analyses in the revision dated February 6, 1991, were prepared by Edwards and Kelcey Engineers, Inc., for FEMA, under Contract No. EMW-85-C-1887. That work was completed in February 1988. Port Chester, Village of: the hydrologic and hydraulic analyses for the FIS report dated July 1979 were prepared by Camp, Dresser and McKee for the FIA under Contract No. H-3832. That work, which was completed in May 1977, covered all significant flooding sources in the Village of Port Chester. The majority of field survey data for this study were supplied by the New England Division of the U.S. Army Corps of Engineers (USACE). Rye, City of: the hydrologic and hydraulic analyses for the FIS report dated October 1979 were performed by the Soil Conservation Service, U.S. Department of Agriculture, for the FIA, under Inter-Agency Agreement No. IAA-H-9-76, Project Order No. 9. That work, which was completed in June 1977, covered all significant flooding sources affecting the City of Rye. The hydrologic and hydraulic analyses for Beaver Swamp Brook and the upper portion of Blind Brook were previously performed by Camp, Dresser and McKee, Environmental Engineers. Rye Brook, Village of: the hydrologic and hydraulic analyses for the FIS report dated March 1979 were prepared by Camp, Dresser and McKee, for the FIA under Contract No. H-3832. That work, which was completed in January 1977 and revised in January 1979, covered all significant flooding sources in the Town of Rye. Updated floodway computations for Blind Brook were prepared by Dewberry, Nealon and Davis under agreement with the FIA. Scarsdale, Village of: the hydrologic and hydraulic analyses for the FIS report dated December 1979 were performed by Camp, Dresser and McKee, Inc., for the FIA, under Contract No. H-3832. That work, which was completed in March 1978, covered all significant flooding sources affecting the Village of Scarsdale. Sleepy Hollow, Village of: the hydrologic and hydraulic analyses for the FIS report for the community ((then named the Village of North Tarrytown) dated February 17, 1981, were prepared by the NYSDEC for the FIA, under Contract No. H-4547. That work was completed in October 1979. Somers, Town of: the hydrologic and hydraulic analyses for the FIS report dated September 4, 1986, were performed by Andrews & Clark, Inc., for FEMA, under Contract No. H-6810. That work was completed in September 1982. Tarrytown, Village of: the hydrologic and hydraulic analyses for the FIS report dated May 18, 1981, were prepared by the NYSDEC for the FIA, under Contract No. H-4757. That work was completed in September 1979. Tuckahoe, Village of: the hydrologic and hydraulic analyses for the FIS report dated August 1978 were prepared by Harris-Toups Associates for the FIA, under Contract No. H-3962. That work, which was completed in December 1977, covered all significant flooding sources in the Village of Tuckahoe. Hydrologic and hydraulic analyses for the flood profiles for the Bronx River were performed by Camp, Dresser and McKee, Inc., under contract with the FIA. White Plains, City of: the hydrologic and hydraulic analyses for the FIS report dated July 1979 were performed by Camp, Dresser and McKee for the FIA, under Contract No. H-3832. That work, which was completed in June 1977, covered all significant flooding sources affecting the City of White Plains. Yonkers, City of: the hydrologic and hydraulic analyses for the original February 1980 FIS report and August 15, 1980, FIRM (hereinafter referred to as the 1980 FIS), were prepared by Camp, Dresser and McKee for the FIA, under Contract No. H-3832. That work was completed in March 1978. Yonkers, City of: For the January 21, 1998, revision, the hydrologic and hydraulic analyses for the Saw Mill River were prepared by Leonard Jackson Associates for FEMA, under Inter-Agency Agreement No. EMW-90-R-3127, Option 2. That work was completed in July 1994. The Crestwood Lake elevation was taken from a report dated November 1987, titled Flood Plan Evaluation Crestwood Lakes Apartments, prepared by Joseph L. Colosimo, P.E., Consulting Engineers and Designers. This report was submitted in support of the January 11, 1988, Letter of Map Revision (LOMR), which was incorporated in the 1998 revision. Yorktown, Town of: the hydrologic and hydraulic analyses for the original FIS report dated November 15, 1985, for Shrub Oak Brook, Shrub Oak Brook Tributary 1, Hallocks Mill Brook, Hallocks Mill Brook Tributary 1, Hallocks Mill Brook Tributary 2, and Saw Mill Creek were prepared by Andrews & Clark, Inc., for FEMA, under Contract No. H-6810. That work was completed in July 1983. Yorktown, Town of: In the August 16, 1993, revision, the hydrologic analyses for Shrub Oak Brook were prepared by the NYSDEC and the hydraulic analyses were prepared by Leonard Jackson Associates for FEMA, under Contract No. EMW-90-C-3127. That work was completed in February 1992. For this countywide FIS, revised hydraulic and hydrologic analyses for stream studied via detailed methods were prepared by Leonard Jackson Associates for FEMA, under contract EMN-2002-RP-0018. This work was completed in September 2006. Floodplains for all detailed study, unrevised streams have been redelineated using updated topographic data provided to FEMA by Westchester County GIS as part of this revision. This work was done for FEMA by Dewberry & Davis under contract EMW-2000-CO-0003. New analyses were also undertaken for the majority of approximate study floodplains throughout the county. Base map information shown on this FIRM was derived from multiple sources. The majority of the digital orthophotography was provided by Westchester County GIS. This information was produced at a scale of 1:9600 from photography dated April 2000. Additional information provided by the New York Office of Cyber Security & Critical Infrastructure Coordination was used to update selected areas to reflect current conditions. This information was produced as 20-centimeter resolution natural color orthoimagery from photography dated April 2004. The coordinate system used for the production of this FIRM is Universal Transverse Mercator (UTM), North American Datum of 1983 (NAD 83), GRS80 spheroid. Corner coordinates shown on the FIRM are in latitude and longitude referenced to the UTM projection, NAD 83. Differences in the datum, spheroid, projection or UTM zones used in the production of FIRMs for adjacent counties may result in slight positional differences in map features at the county boundaries. These differences do not affect the accuracy of information shown on the FIRM. This FIS covers the geographic area of Westchester County, New York. The areas studied by detailed methods were selected with priority given to all known flood hazard areas and areas of projected development and proposed construction. Approximate analyses were used to study those areas having a low development potential or minimal flood hazards. The scope and methods of study were proposed to, and agreed upon by, FEMA and Westchester County.
Source_Scale_Denominator: 12000
Type_of_Source_Media: Paper
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20070928
Source_Currentness_Reference:
FIS Effective dates
Source_Citation_Abbreviation:
FIS1
Source_Contribution:
Spatial and attribute information for cross sections, floodplain information, BFEs,
station start descriptions, general structures, and some feature names.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
Westchester County, NY Digital Flood Insurance Rate Map
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: Washington, D.C.
Publisher: Federal Emergency Management Agency
Other_Citation_Details:
Grid of FIRM panels created for this Flood Insurance Study.
Source_Scale_Denominator: 12000
Type_of_Source_Media: Digitized
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20070928
Source_Currentness_Reference:
Effective date
Source_Citation_Abbreviation:
STUDY1
Source_Contribution:
Grid of DFIRM panels.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
Flood Insurance Study, Westchester County, NY.
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: Washington, D.C.
Publisher: Federal Emergency Management Agency
Other_Citation_Details:
For this countywide FIS, revised hydraulic and hydrologic analyses for stream studied via detailed methods were prepared by Leonard Jackson Associates for FEMA, under contract EMN-2002-RP-0018.
Source_Scale_Denominator: 12000
Type_of_Source_Media: Digitized
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20070928
Source_Currentness_Reference:
Effective date
Source_Citation_Abbreviation:
STUDY4
Source_Contribution:
Spatial and attribute information for cross sections, floodplain information, BFEs, profile base lines,
and station start descriptions.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 20070928
Title:
Flood Insurance Study, Westchester County, NY.
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: Washington, D.C.
Publisher: Federal Emergency Management Agency
Other_Citation_Details:
Limited detail hydrologic and hydraulic analyses were done for various streams, employing an estimate of hydraulic obstructions.These are approximate flood hazard areas and are only estimated 1% annual chance flood elevations. Use with caution.
Source_Scale_Denominator: 12000
Type_of_Source_Media: Digitized
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20070928
Source_Currentness_Reference:
Effective date
Source_Citation_Abbreviation:
STUDY5
Source_Contribution:
Spatial and attribute information for cross sections, floodplain information, profile base lines,
and station start descriptions.
Source_Information:
Source_Citation:
Citation_Information:
Originator: National Geodetic Survey
Publication_Date: 2007
Title:
Geodetic bench mark positions and descriptions
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: Silver Spring, MD
Publisher: National Geodetic Survey
Other_Citation_Details:
The National Geodetic Survey (NGS) serves as the Nation's depository for geodetic data in the National Spatial Reference System. These geodetic data include bench marks and other control points that provide the base of reference for latitude, longitude, height, scale, orientation, and gravity measurements used throughout the United States.
Source_Scale_Denominator: 24000
Type_of_Source_Media: On line
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2007
Source_Currentness_Reference:
Publication date
Source_Citation_Abbreviation:
BASE1
Source_Contribution:
National Geodetic Survey reference points (bench marks).
Source_Information:
Source_Citation:
Citation_Information:
Originator: Westchester County GIS
Publication_Date: 2003
Title:
Westchester County Streams and Rivers
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: White Plains, NY
Publisher: Westchester County GIS
Other_Citation_Details:
Data derived from Spring 2000 (leaf off) photogrammetric base map of Westchester-contains all streams, creeks, and in some cases rivers. Edited by FEMA's Map Production Contractor to adhere to Flood insurance Rate Map production standards.
Source_Scale_Denominator: 12000
Type_of_Source_Media: CD-ROM
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2003
Source_Currentness_Reference:
Publication date
Source_Citation_Abbreviation:
BASE3
Source_Contribution:
Hydrographic features of Westchester County
Source_Information:
Source_Citation:
Citation_Information:
Originator: New York State Office of Cyber Security and Critical Infrastructure
Publication_Date: 2005
Title:
Westchester County 20 centimeter Resolution Natural Color Orthoimagery
Geospatial_Data_Presentation_Form: Remote sensing image
Publication_Information:
Publication_Place: Albany, NY
Publisher: New York State Office of Cyber Security and Critical Infrastructure
Other_Citation_Details:
These files contain 2004 digital orthoimagery of Westchester County, New York. Image pixel size is 0.5 foot GSD. Image type is natural color.
Source_Scale_Denominator: 1200
Type_of_Source_Media: On line
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2005
Source_Currentness_Reference:
Ground conditions
Source_Citation_Abbreviation:
BASE4
Source_Contribution:
Orthophotography.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 2007
Title:
Approximate study hydrologic and hydraulic analyses
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: Washington, D.C.
Publisher: Federal Emergency Management Agency
Other_Citation_Details:
Approximate hydrologic and hydraulic analyses were done for various streams, ignoring impct of structures. These are approximate flood hazard areas and are only estimated 1% annual chance flood elevations. Use with caution.
Source_Scale_Denominator: 12000
Type_of_Source_Media: Digitized
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2007
Source_Currentness_Reference:
Effective date
Source_Citation_Abbreviation:
STUDY6
Source_Contribution:
Approximate hydrologic and hydraulic analyses of various streams throughout Westchester County.
Source_Information:
Source_Citation:
Citation_Information:
Originator: Federal Emergency Management Agency
Publication_Date: 2007
Title:
Redelineated flood hazard boundaries for detail study streams in Westchester County
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: Washington, D.C.
Publisher: Federal Emergency Management Agency
Other_Citation_Details:
Using Westchester County-supplied topographic data and effective flood hazard data, Dewberry and Davis redelineated effective flood hazards for FEMA for this first-time countywide Digital Flood Insurance Rate Map
Source_Scale_Denominator: 12000
Type_of_Source_Media: Digitized
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 2007
Source_Currentness_Reference:
Effective date
Source_Citation_Abbreviation:
STUDY7
Source_Contribution:
Redelineated floodplain boundaries for detail study streams throughout Westchester, and profile base lines.
Source_Information:
Source_Citation:
Citation_Information:
Originator: U.S. Geological Survey
Publication_Date: 20021201
Title:
7.5-Minute Quadrangle Grid
Geospatial_Data_Presentation_Form: Vector digital data
Publication_Information:
Publication_Place: Redlands, CA
Publisher: ESRI
Other_Citation_Details:
Grid of USGS 7.5-Minute Series Topographic Maps.
Source_Scale_Denominator: 24000
Type_of_Source_Media: CD-ROM
Source_Time_Period_of_Content:
Time_Period_Information:
Single_Date/Time:
Calendar_Date: 20021201
Source_Currentness_Reference:
Publication date
Source_Citation_Abbreviation:
BASE6
Source_Contribution:
Grid of USGS 7.5-Minute Series Topographic Maps.
Process_Step:
Process_Description:
The DFIRM Database is compiled in conjunction with the hardcopy FIRM and the final FIS report. The specifics of the hydrologic and hydraulic analyses performed are detailed in the FIS report. The results of these studies are submitted in digital format to FEMA. These data and unrevised data from effective FIRMs are compiled onto the base map used for DFIRM publication and checked for accuracy and compliance with FEMA standards.
Source_Used_Citation_Abbreviation:
BASE2, FIS1, STUDY1, STUDY4, STUDY5, BASE1, BASE3, BASE4, STUDY6, STUDY7, BASE6
Process_Date: 20070928
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Spatial_Data_Organization_Information:
Direct_Spatial_Reference_Method: Vector
Point_and_Vector_Object_Information:
SDTS_Terms_Description:
SDTS_Point_and_Vector_Object_Type: Point
Point_and_Vector_Object_Count: 3268
SDTS_Terms_Description:
SDTS_Point_and_Vector_Object_Type: String
SDTS_Terms_Description:
SDTS_Point_and_Vector_Object_Type: GT-polygon composed of chains
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Spatial_Reference_Information:
Horizontal_Coordinate_System_Definition:
Planar:
Map_Projection:
Map_Projection_Name: Transverse Mercator
Transverse_Mercator:
Scale_Factor_at_Central_Meridian: 0.999900
Longitude_of_Central_Meridian: -74.500000
Latitude_of_Projection_Origin: 38.833333
False_Easting: 492125.000000
False_Northing: 0.000000
Planar_Coordinate_Information:
Planar_Coordinate_Encoding_Method: Coordinate pair
Coordinate_Representation:
Abscissa_Resolution: 7.21775E-05
Ordinate_Resolution: 7.21775E-05
Planar_Distance_Units: Meter
Geodetic_Model:
Horizontal_Datum_Name: North American Datum of 1983
Ellipsoid_Name: Geodetic Reference System 80
Semi-major_Axis: 6378137.0
Denominator_of_Flattening_Ratio: 298.26
Vertical_Coordinate_System_Definition:
Altitude_System_Definition:
Altitude_Datum_Name: North American Vertical Datum of 1988
Altitude_Resolution: 0.03
Altitude_Distance_Units: feet
Altitude_Encoding_Method: Attribute values
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Entity_and_Attribute_Information:
Detailed_Description:
Entity_Type:
Entity_Type_Label: ENVIRON.wcflood
Attribute:
Attribute_Label: FLOOD
Attribute_Definition:
Type of Flood
Attribute:
Attribute_Label: Shape
Attribute_Definition:
Feature geometry.
Attribute_Definition_Source:
ESRI
Attribute_Domain_Values:
Unrepresentable_Domain:
Coordinates defining the features.
Attribute:
Attribute_Label: FLD_AR_ID
Attribute_Definition:
Flood Area ID unique for the County
Attribute:
Attribute_Label: FLD_ZONE
Attribute_Definition:
FLOOD ZONE TYPE
Attribute_Domain_Values:
Enumerated_Domain:
Enumerated_Domain_Value: 0.2 PCT Annual Chance Flood Hazard
Enumerated_Domain_Value_Definition:
500 Year Flood Delineations
Enumerated_Domain:
Enumerated_Domain_Value: A
Enumerated_Domain_Value_Definition:
1% annual chance floodplains that are determined by approximate methods of analysis.
Enumerated_Domain:
Enumerated_Domain_Value: AE
Enumerated_Domain_Value_Definition:
1% annual chance floodplains that are determined by detailed hydrologic and hydraulic analyses along riverine flooding sources.
Enumerated_Domain:
Enumerated_Domain_Value: AH
Enumerated_Domain_Value_Definition:
1% annual chance if shallow flooding (usually areas of ponding) where average depths are between 1 foot and 3 feet.
Enumerated_Domain:
Enumerated_Domain_Value: AO
Enumerated_Domain_Value_Definition:
1% annual chance of shallow flooding (usually sheet flow on sloping terrain) where average depths are between 1 foot and 3 feet.
Enumerated_Domain:
Enumerated_Domain_Value: VE
Enumerated_Domain_Value_Definition:
1% annual chance of flooding in areas along coasts with additional hazards due to storm-induced velocity wave action.
Attribute:
Attribute_Label: FLOODWAY
Attribute_Definition:
Floodway areas are designated by FEMA and adopted by communities to provide an area that will remain free of development to moderate increases in flood heights due to encroachment on the floodplain. If the corresponding area is not designated as a floodway, this field is null.
Attribute:
Attribute_Label: SFHA_TF
Attribute_Definition:
Special Flood Hazard Area. If the area is within SFHA this field would be True.
Attribute:
Attribute_Label: STATIC_BFE
Attribute_Definition:
Static Base Flood Elevation. This field is only populated where a static BFE is shown on the FIRM.
Attribute:
Attribute_Label: V_DATUM
Attribute_Definition:
Vertical Datum Lookup Identification
Attribute:
Attribute_Label: DEPTH
Attribute_Definition:
Depth Value for Zone AO Areas
Attribute:
Attribute_Label: LEN_UNIT
Attribute_Definition:
Length Unit Lookup Identification
Attribute:
Attribute_Label: VELOCITY
Attribute_Definition:
Velocity Measurement.  This value represents the velocity of the flood flow in this area. This field is only populated when a velocity is shown on the FIRM.
Attribute:
Attribute_Label: VEL_UNIT
Attribute_Definition:
Velocity Unit Lookup Identification.  This unit indicates the measurement system for the velocity of the flood hazard area.  This field is only populated if the VELOCITY field is populated.
Attribute:
Attribute_Label: AR_REVERT
Attribute_Definition:
If the area is Zone AR, this field would hold the zone that the area would revert to if the AR zone were removed. This field is only populated if the corresponding area is Zone AR.
Attribute:
Attribute_Label: BFE_REVERT
Attribute_Definition:
If Zone is Zone AR, this field would hold the static base flood elevation for the reverted zone. This field is populated when Zone equals AR and the reverted zone has a static BFE.
Attribute:
Attribute_Label: DEP_REVERT
Attribute_Definition:
If Zone is Zone AR, this field would hold that flood depth for the reverted zone. This field is populated when Zone equals AR and the reverted zone has a depth assigned.
Attribute:
Attribute_Label: OBJECTID
Attribute_Definition:
Internal feature number.
Attribute_Definition_Source:
ESRI
Attribute_Domain_Values:
Unrepresentable_Domain:
Sequential unique whole numbers that are automatically generated.
Attribute:
Attribute_Label: SHAPE
Attribute_Definition:
Feature geometry.
Attribute_Definition_Source:
ESRI
Attribute_Domain_Values:
Unrepresentable_Domain:
Coordinates defining the features.
Attribute:
Attribute_Label: SHAPE.AREA
Attribute:
Attribute_Label: SOURCE_CIT
Attribute_Definition:
Source Citation. Abbreviation used in the metadata file when describing the source information for the S_BFE table.
Attribute:
Attribute_Label: SHAPE.LEN
Overview_Description:
Entity_and_Attribute_Overview:
The DFIRM Database is made up of several data themes containing both spatial and attribute information.
These data together represent the current flood risk for the subject area as identified by FEMA. The
attribute tables include SFHA locations, flood zone designations, BFEs, political entities, cross-section
locations, FIRM panel information, and other data related to the NFIP.
Entity_and_Attribute_Detail_Citation:
Appendix L of FEMA's Guidelines and Specifications for FEMA Flood Hazard Mapping Partners contains a detailed description of each attribute code and a reference to other relevant information.
The following tables are included in this data set:
l_comm_info
l_mt1_lomc
study_info
s_bfe
s_base_index
s_firm_pan
s_fld_haz_ar
s_fld_haz_ln
s_gen_struct
s_perm_bmk
s_pol_ar
s_pol_ln
s_quad_index
s_wtr_ar
s_wtr_ln
s_xs
s_label_pt
s_label_ld
l_stn_start
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Distribution_Information:
Distributor:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: FEMA, Map Service Center
Contact_Address:
Address_Type: mailing address
Address:
P.O. Box 1038
City: Jessup
State_or_Province: Maryland
Postal_Code: 20794-1038
Country: USA
Contact_Voice_Telephone: 1-800-358-9616
Contact_Electronic_Mail_Address: www.msc.fema.gov
Contact Instructions:
Data requests must include the full name of the community or county and the FIRM panel number(s) or the
7.5- minute series quadrangle sheet area(s) covered by the request.
Resource_Description: Downloadable Data
Distribution_Liability:
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. FEMA will warrant the delivery of this
product in a computer-readable format, and will offer appropriate adjustment of credit when the product
is determined unreadable by correctly adjusted computer input peripherals, or when the physical medium
is delivered in damaged condition. Requests for adjustment of credit must be made within 90 days from
the date of this shipment from the ordering site.
Standard_Order_Process:
Non-digital_Form:
Printed FIRMs and Raster DFIRMs that match this data set are available from FEMA at the Map Service Center, cited above.
Fees: Contact Distributor
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Metadata_Reference_Information:
Metadata_Date: 20070427
Metadata_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Federal Emergency Management Agency
Contact_Position: Federal Insurance and Mitigation Administration
Contact_Address:
Address_Type: mailing address
Address:
500 C Street, S.W.
City: Washington
State_or_Province: District of Columbia
Postal_Code: 20472
Country: USA
Contact_Voice_Telephone: 1-800-358-9616
Contact_Electronic_Mail_Address: www.msc.fema.gov
Metadata_Standard_Name: FGDC Content Standards for Digital Geospatial Metadata
Metadata_Standard_Version: FGDC-STD-001-1998
Metadata_Time_Convention: local time
Metadata_Extensions:
Online_Linkage: http://www.esri.com/metadata/esriprof80.html
Profile_Name: ESRI Metadata Profile
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