Identification_Information: Citation: Citation_Information: Originator: Federal Emergency Management Agency Publication_Date: 20060523 Title: DIGITAL FLOOD INSURANCE RATE MAP DATABASE, SULLIVAN COUNTY, NEW HAMPSHIRE Geospatial_Data_Presentation_Form: Vector and Raster Digital Data Publication_Information: Publication_Place: Washington, DC Publisher: Federal Emergency Management Agency Online_Linkage: Larger_Work_Citation: Citation_Information: Originator: Complex Systems Research Center, University of New Hampshire Publication_Date: 19860101 Title: NH GRANIT Database Publication_Information: Publication_Place: Durham, New Hampshire Publisher: Complex Systems Research Center, University of New Hampshire Online_Linkage: 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 State Plane 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: 20060523 Currentness_Reference: FIRM and FIS effective date Status: Progress: Complete Maintenance_and_Update_Frequency: Irregular Spatial_Domain: Bounding_Coordinates: West_Bounding_Coordinate: -72.5069 East_Bounding_Coordinate: -71.8733 North_Bounding_Coordinate: 43.6278 South_Bounding_Coordinate: 43.1225 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 Elevation Theme_Keyword: Inland water resources Place: Place_Keyword_Thesaurus: None Place_Keyword: SULLIVAN COUNTY Place_Keyword: NEW HAMPSHIRE 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 Browse_Graphic: Browse_Graphic_File_Name: Browse_Graphic_File_Description: gif image file Browse_Graphic_File_Type: gif 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: 20060523 Title: Flood Insurance Study, SULLIVAN COUNTY, NEW HAMPSHIRE 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: 20060523 Title: Flood Insurance Rate Map, SULLIVAN COUNTY, NEW HAMPSHIRE 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: 20060523 Title: Raster DFIRM, SULLIVAN COUNTY, NEW HAMPSHIRE Geospatial_Data_Presentation_Form: Raster Digital Data Publication_Information: Publication_Place: Washington, DC Publisher: Federal Emergency Management Agency 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: U.S. Geological Survey Publication_Date: 1998 Title: Digital Orthophoto Quadrangle Geospatial_Data_Presentation_Form: Remote sensing image Publication_Information: Publication_Place: Reston, VA Publisher: U.S. Geological Survey Other_Citation_Details: The digital orthophoto quadrangle (DOQ) is a 1-meter ground resolution, quarter-quadrangle (3.75-minutes of latitude by 3.75-minutes of longitude) image cast on the Universal Transverse Mercator Projection (UTM) on the North American Datum of 1983 (NAD83). The imagery is based on panchromatic black and white (or color infra-red) NAPP or NAPP-like photography. Source_Scale_Denominator: 12000 Type_of_Source_Media: CD-ROM Source_Time_Period_of_Content: Time_Period_Information: Single_Date/Time: Calendar_Date: 1998 Source_Currentness_Reference: Ground conditions Source_Citation_Abbreviation: DOQ1 Source_Contribution: Location of roads, railroads, bridges, streams, and other physical features. Source_Information: Source_Citation: Citation_Information: Originator: Federal Emergency Management Agency Publication_Date: 20060523 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: Town of Acworth, NH 19970218; Town of Charlestown, NH 20000504; City of Claremont, NH 19840215; Town of Cornish, NH 19830418; Town of Croydon, NH 19830418; Town of Goshen, NH 19860402; Town of Grantham, NH 19920715; Town of Langdon, NH 19750103; Town of Lempster, NH 19790518; Town of Newport, NH 19850417; Town of Plainfield, NH 19830418; Town of Springfield, NH 19771108; Town of Sunapee, NH 19910515; Town of Unity, NH 19761126; Town of Washington, NH 19770621. FEMA has updated the FIS to include restudy information. The restudy information includes: 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: Charlestown, Town of: for the original October 15, 1980, FIS report and April 15, 1981, FIRM (hereinafter referred to collectively as the 1981 FIS), the hydrologic and hydraulic analyses were prepared by Environmental Engineers, Inc., for the Federal Emergency Management Agency (FEMA), under Contract No. H 4590. That work was completed in September 1978. Charlestown, Town of: for the April 15, 1992, FIS, the hydrologic and hydraulic analyses for Ox Brook and Beaver Brook #1 were prepared by Rivers Engineering Corporation, under Contract No. EMW-89-C-2821. That work was completed in August 1989. Charlestown, Town of: for the May 4, 2000, revision, an ice-jam analysis for the Connecticut River was prepared by the U.S. Army Corps of Engineers (USACE) as part of a mission assignment under Disaster Number DR-1101-NH. That work was completed in April 1998. Claremont, City of: for the February 15, 1984, FIS, the hydrologic and hydraulic analyses for this study were prepared by the U.S. Soil Conservation Service (SCS), Durham, New Hampshire, for FEMA, under Inter-Agency Agreement No. IAA-H-18-75, Project Order No. 8. That work, which was completed in January 1977, covered all significant flooding sources affecting the City of Claremont. A revision to this study was performed by Century Engineering, Inc., under the authority of FEMA. That work was completed in October 1982. Cornish, Town of: for the October 18, 1982, FIS, the hydrologic and hydraulic analyses for this study were prepared by Hamilton Engineering Associates, Inc. for FEMA, under Contract No. EMW-C-0334. That work was completed in November 1981. Croydon, Town of: for the October 18, 1982, FIS, the hydrologic and hydraulic analyses for this study were prepared by Hamilton Engineering Associates, Inc. for the FEMA, under Contract No. EMW-C-0334. That work was completed in October 1981. Grantham, Town of: for the July 15, 1992, FIS, the hydrologic and hydraulic analyses for this study were prepared by the U.S. Geological Survey (USGS) for FEMA, under Inter-Agency Agreement No. EMW-89-E-2997, Project Order No. 5. That work was completed in August 1990. Newport, Town of: for the April 17, 1985, FIS, the hydrologic and hydraulic analyses represent a revision of the original analyses by Hamilton Engineering Associates, Inc., for FEMA, under Contract No. EMW-C-0334. That work was completed in September 1981. The updated study was completed in June 1984. Newport, Town of: In the updated version, Dewberry and Davis revised the hydrologic and hydraulic analyses for the Sugar River under agreement with FEMA. The updated study was completed in June 1984. Plainfield, Town of: for the October 18, 1982, FIS, the hydrologic and hydraulic analyses for this study were prepared by Hamilton Engineering Associates, Inc., for FEMA, under Contract No. EMW-C-0334. That work was completed in November 1981. Sunapee, Town of: for the May 15, 1991, FIS, the hydrologic and hydraulic analyses for this study were prepared by the SCS for FEMA, under Inter-Agency Agreement No. EMW-86-E-2225, Project Order No. 1. That work was completed in August 1988. The authority and acknowledgments for the Towns of Acworth, Goshen, Langdon, Lempster, Springfield, Unity, and Washington are not available because no FIS reports were published for those communities. For this revision, the hydrologic and hydraulic analyses for the revised portion of the Connecticut River were prepared by ENSR International, East Coast Mapping, CR Environmental, Green International, Cold Regions Research and Engineering Laboratory for FEMA, under Contract No. EMB-2001-CO-0627. This work was completed on September 29, 2002. For the unrevised portion of the Connecticut River, the hydrologic and hydraulic analyses were taken from the FIS for the Town of Hartland, Windsor County, Vermont. Base map information shown on this FIRM was provided in digital format by GRANIT Project. This information was compiled at a scale of 1:12,000 from photography dated 1998. The projection used in the preparation of this map was New Hampshire State Plane, FIPSZONE 2800. The horizontal datum was NAD 83, GRS80 spheroid. This FIS covers the incorporated areas of the geographic area of Sullivan County, New Hampshire. All or portions of the following flooding sources were studied by detailed methods. Beaver Brook #1, Blow-Me-Down Brook, Butternut Brook, Connecticut River, Grandy Book, Little Sugar River, North Branch Sugar River, Ox Brook, Redwater Brook, Sawyer Brook, Skinner Brook, South Branch Sugar River, Spring Farm Brook, Stocker Brook, Stocker Pond Outlet Channel, Sugar River, Trask Brook, Tyler Brook, Unnamed Tributary For this revision, the Connecticut River was restudied by detailed methods from the Cheshire-Sullivan County boundary to approximately 5.41 miles upstream of Bridge Street in the Town of Cornish (ENSR, 2002). The study area includes the Connecticut River and its backwater affecting portions of Beaver Brook #1, Blow-Me-Down Brook, Little Sugar River, Ox Brook, and Sugar River extending no further than 0.95 mile upstream of their confluences with the Connecticut River. Limits of detailed study are indicated on the Flood Profiles and on the FIRM. 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. For this revision, the stream previously named Upper Reach Blow-Me-Down Brook will now be called Blow-Me-Down Brook. Beaver Brook will now be called Beaver Brook #1. All or portions of the following streams were studied by approximate methods for previous FISs and were incorporated into this revision and were agreed upon by FEMA and the County of Sullivan: Beaver Brook #1, Bloods Brook, Blow-Me-Down Brook, Bog Brook, Bryant Brook, Burr Brook, Butternut Pond, Chapin Pond, Clay Brook, Cole Brook, Dodge Brook, Grandy Brook, Grass Pond, Great Brook, Hall Pond, Hanchett Brook, Hillard Brook, Hubbart Brook, Jabes Meadow Brook, Kimble Brook, Leavitt Pond, Littlefield Brook, Little Sugar River, Long Pond Brook, Mill Brook, Mill Pond, Miller Pond, Moses Pond, Mud Brook, Newton Brook, Ox Brook, Penniman Brook, Puckershire Brook, Quabbinnight Brook, Ram Brook, Redwater Brook, Sky Ranch Road, Shipman Brook, Spring Brook, portions of Sugar River, Tucker Brook, various unnamed streams, and Wine Brook. 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, agreed upon by, FEMA and the individual communities within Sullivan County. Source_Scale_Denominator: 6000, 12000, 24000 Type_of_Source_Media: Paper Source_Time_Period_of_Content: Time_Period_Information: Single_Date/Time: Calendar_Date: 20060523 Source_Currentness_Reference: FIS Effective dates Source_Citation_Abbreviation: FIS1 Source_Contribution: Spatial and attribute information for political entities, cross sections, floodplain information, BFEs, station start descriptions, general structures, surface water features, and some feature names. Source_Information: Source_Citation: Citation_Information: Originator: Federal Emergency Management Agency Publication_Date: 20060523 Title: SULLIVAN COUNTY, NEW HAMPSHIRE, 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: 6000, 12000 Type_of_Source_Media: Digitized Source_Time_Period_of_Content: Time_Period_Information: Single_Date/Time: Calendar_Date: 20060523 Source_Currentness_Reference: Effective date Source_Citation_Abbreviation: STUDY1 Source_Contribution: Grid of DFIRM panels. Source_Information: Source_Citation: Citation_Information: Originator: National Geodetic Survey Publication_Date: 2006 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: 2006 Source_Currentness_Reference: Publication date Source_Citation_Abbreviation: NGS1 Source_Contribution: National Geodetic Survey reference points (bench marks). Source_Information: Source_Citation: Citation_Information: Originator: U.S. Geological Survey Publication_Date: 1999 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: 1999 Source_Currentness_Reference: Publication date Source_Citation_Abbreviation: USGS1 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: DOQ1, FIS1, STUDY1, NGS1, USGS1 Process_Date: 20060523 Spatial_Data_Organization_Information: Direct_Spatial_Reference_Method: Vector Point_and_Vector_Object_Information: SDTS_Terms_Description: SDTS_Point_and_Vector_Object_Type: Point SDTS_Terms_Description: SDTS_Point_and_Vector_Object_Type: String SDTS_Terms_Description: SDTS_Point_and_Vector_Object_Type: GT-polygon composed of chains Spatial_Reference_Information: Horizontal_Coordinate_System_Definition: Planar: Grid_Coordinate_System: Grid_Coordinate_System_Name: State Plane Coordinate System 1983 State_Plane_Coordinate_System: SPCS_Zone_Identifier: 2800 Lambert_Conformal_Conic: Standard_Parallel: Longitude_of_Central_Meridian: -71.6666666666667 Latitude_of_Projection_Origin: 42.5 False_Easting: 984250 False_Northing: 0 Planar_Coordinate_Information: Planar_Coordinate_Encoding_Method: Coordinate pair Coordinate_Representation: Abscissa_Resolution: 0.000256 Ordinate_Resolution: 0.000256 Planar_Distance_Units: Feet Geodetic_Model: Horizontal_Datum_Name: NAD83 Ellipsoid_Name: GRS_1980 Semi-major_Axis: 6378137.0 Denominator_of_Flattening_Ratio: 298.26 Vertical_Coordinate_System_Definition: Altitude_System_Definition: Altitude_Datum_Name: NAVD88 Altitude_Resolution: 0.03 Altitude_Distance_Units: feet Altitude_Encoding_Method: Attribute values Entity_and_Attribute_Information: 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_stn_start study_info s_bfe s_base_index s_firm_pan s_fld_haz_ar s_fld_haz_ln s_gen_struct s_label_ld s_perm_bmk s_pol_ar s_pol_ln s_quad_index s_wtr_ln s_xs s_label_pt Distribution_Information: Distributor: Contact_Information: Contact_Organization_Primary: Contact_Organization: Complex Systems Research Center Contact_Person: GRANIT Database Manager Contact_Address: Address_Type: mailing and physical address Address: Morse Hall, University of New Hampshire City: Durham State_or_Province: NH Postal_Code: 03824 Country: USA Contact_Voice_Telephone: (603) 862-1792 Contact_Facsimile_Telephone: (603) 862-0188 Contact_Electronic_Mail_Address: granit@unh.edu Contact_Instructions: Printed FIRMs that match this data set are available from GRANIT, cited above. Distribution_Liability: Digital data in NH GRANIT represent the efforts of the contributing agencies to record information from the cited source materials. Complex Systems Research Center (CSRC), under contract to the NH Office of Energy and Planning (OEP), and in consultation with cooperating agencies, maintains a continuing program to identify and correct errors in these data. OEP, CSRC, and the cooperating agencies make no claim as to the validity or reliability or to any implied uses of these data. Standard_Order_Process: Digital_Form: Digital_Transfer_Information: Format_Name: ESRI personal geodatabase Format_Version_Number: 1 Digital_Transfer_Option: Offline_Option: Offline_Media: CD-ROM Recording_Format: ISO 9600 Fees: Contact Distributor Metadata_Reference_Information: Metadata_Date: 20050309 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.fema.gov/msc Metadata_Standard_Name: FGDC Content Standards for Digital Geospatial Metadata Metadata_Standard_Version: FGDC-STD-001-1998