{ "culture": "en-US", "name": "CSZ_M9p0_PGD_landslide_wet", "guid": "", "catalogPath": "", "snippet": "For use in assessing potential damage to buildings and infrastructure resulting from an earthquake.", "description": "
Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)<\/SPAN><\/P><\/DIV><\/DIV>",
"summary": "For use in assessing potential damage to buildings and infrastructure resulting from an earthquake.",
"title": "Permanent Ground Deformation due to earthquake-induced landslides, Cascadia Subduction Zone Magnitude 9.0 scenario, Wet Soil Conditions, for Clackamas, Multnomah, and Washington Counties, Oregon",
"tags": [
"geoscientificinformation",
"landslide",
"landslide risk",
"lateral spread",
"earthquake hazard",
"earthquake risk"
],
"type": "Image Service",
"typeKeywords": [
"Data",
"Service",
"Image Service",
"ArcGIS Server"
],
"thumbnail": "thumbnail/thumbnail.png",
"url": "http://gissomprd001.co.multnomah.or.us:6080/arcgis/services/EmergencyManagement/CSZ_M9p0_PGD_landslide_wet/ImageServer",
"spatialReference": "NAD_1983_HARN_Oregon_Statewide_Lambert_Feet_Intl",
"accessInformation": "This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.",
"licenseInfo": " REPORT DATA: This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. See the accompanying text report for more details on the limitations of the methods and data used to prepare this publication.<\/SPAN><\/P><\/DIV><\/DIV>"
}