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Used for inundation mapping and consequence analysis as part of the 2012 Dam Safety Review performed by Sanchez Engineering Inc of Coburg ON and 4DM of Toronto, ON. |
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Used for inundation mapping and consequence analysis as part of the 2012 Dam Safety Review performed by Sanchez Engineering Inc of Coburg ON and 4DM of Toronto, ON. |
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5000 |
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<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Polygon layer representing the maximum extent of inundation resulting from the </SPAN><SPAN>flood-induced failure of the G.Lord Ross dam at </SPAN><SPAN>Probable Maximum Flood (PMF)</SPAN><SPAN>. </SPAN><SPAN>This layer extends from the G. Ross Lord Dam to the end of the study area located at Eglington Ave. E. and Leslie St. Please refer to the 2012 G. Ross Lord Dam Safety Review report for more information regarding this layer.</SPAN></P></DIV></DIV></DIV> |
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<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>User must read and fully comprehend the metadata prior to data use. User must acknowledge the 4DM Inc as the originator when using the data set as a source. Data should not be used beyond the limits of the source scale. The data set is NOT a survey document and should not be utilized as such.</SPAN></P></DIV></DIV></DIV> |
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PMF_Breach_Max_Inundation |
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["Dam Safety Review","Toronto and Region Conservation Authority","G. Lord Ross Dam","Inundation","Dam Breach","PMF"] |
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en-US |
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50000 |
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