{
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  "name":  "Susquehanna River at Wilkes Barre",
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    "name":  "Middle Atlantic River Forecast Center"
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    "lowWaters":  {
      "historic":  []
    },
    "impacts":  [
      {
        "stage":  48.1,
        "statement":  "Height of the instrument shelf. Inundation at this point will stop gauge from operating."
      },
      {
        "stage":  42.66,
        "statement":  "Record flood stage of September 9, 2011. Remnants of Tropical Storm Lee."
      },
      {
        "stage":  41,
        "statement":  "Maximum effective design of levee protection for the city of Wilkes-Barre. Levee height above this level may not provide protection."
      },
      {
        "stage":  40.9,
        "statement":  "Flood stage from Hurricane Agnes, June 24, 1972."
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      {
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        "statement":  "Nescopeck borough begins to flood."
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      {
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        "statement":  "Dundee area in Hanover Township begins to flood. US Route 11 in Edwardsville floods."
      },
      {
        "stage":  33,
        "statement":  "Mocanaqua begins to flood."
      },
      {
        "stage":  32,
        "statement":  "Main Street in Shickshinny floods."
      },
      {
        "stage":  31,
        "statement":  "Hollenback Park in Wilkes-Barre, Duryea and West Pittston are affected. The Brookside area begins to flood."
      },
      {
        "stage":  30,
        "statement":  "Major flooding begins. US Route 11 in Avondale is covered by flood water. Main Street in Shickshinny begins to flood. Flooding begins to affect areas of Wilkes-Barre upstream of North Street bridge, including the Court House."
      },
      {
        "stage":  29,
        "statement":  "US Route 11 in Shickshinny is closed. River Road in Port Blanchard and West Pittston begin to flood. PP&L Riverlands facilities begin to flood."
      },
      {
        "stage":  28,
        "statement":  "Moderate flooding begins. US Route 11 in West Nanticoke is closed. Canal Street in West Nanticoke begins to flood."
      },
      {
        "stage":  27,
        "statement":  "US Route 11 in West Nanticoke and River Road in Plainsville begin to flood."
      },
      {
        "stage":  24,
        "statement":  "Canal Street in Shickshinny and lowlands in Pittston begin to flood."
      },
      {
        "stage":  22,
        "statement":  "Minor flooding begins. Lowlands in Plainsville, Plymouth Flats, West Nanticoke and Shickshinny flood. Maximum effective design of levee protection in the City of Wilkes-Barre is 41 feet."
      }
    ]
  },
  "images":  {
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    "photos":  [
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        "type":  "Feature",
        "geometry":  {
          "type":  "Point",
          "coordinates":  [
            41.252777777778,
            -75.879166666667
          ]
        },
        "properties":  {
          "image":  "https://water.noaa.gov/resources/photos/wbrp1/11293156556363731438.jpeg",
          "caption":  "view of gagehouse"
        }
      },
      {
        "id":  "11299005408467685870",
        "type":  "Feature",
        "geometry":  {
          "type":  "Point",
          "coordinates":  [
            41.252777777778,
            -75.879166666667
          ]
        },
        "properties":  {
          "image":  "https://water.noaa.gov/resources/photos/wbrp1/11299005408467685870.jpeg",
          "caption":  "looking downstream"
        }
      }
    ]
  },
  "dataAttribution":  [
    {
      "abbrev":  "US Geological Survey",
      "text":  "USGS--Water Resources of the United States",
      "title":  "US Geological Survey",
      "url":  "https://waterdata.usgs.gov/nwis"
    },
    {
      "abbrev":  "USGS",
      "text":  "01536500",
      "title":  "Observations courtesy of U.S. Geological Survey",
      "url":  "https://waterdata.usgs.gov/nwis/inventory/?site_no=01536500"
    }
  ],
  "impactsLowWaters":  [],
  "normalThreshold":  null,
  "hydronotes":  [
    {
      "statement":  "Gauge reading may be affected by ice. Forecast flows are unadjusted for ice.",
      "effective":  "1210",
      "expiration":  "0314"
    }
  ],
  "datums":  {
    "vertical":  {
      "value":  [
        {
          "label":  "North American Vertical Datum of 1988",
          "abbrev":  "NAVD88",
          "description":  "A fixed reference for elevations determined by geodetic leveling. The datum was derived from a general adjustment of the first-order terrestrial leveling nets of the United States, Canada, and Mexico. In the adjustment, only the height of the primary tidal bench mark, referenced to the International Great Lakes Datum of 1985 (IGLD 85) local mean sea level height value, at Father Point, Rimouski, Quebec, Canada was held fixed, thus providing minimum constraint. NAVD 88 and IGLD 85 are identical. However, NAVD 88 bench mark values are given in Helmert orthometric height units while IGLD 85 values are in dynamic heights. See International Great Lakes Datum of 1985, National Geodetic Vertical Datum of 1929, and geopotential difference. NAVD 88 should not be used as Mean Sea Level.",
          "value":  510.86
        }
      ]
    },
    "horizontal":  {
      "value":  []
    },
    "notes":  {
      "value":  []
    }
  },
  "inundation":  {
    "enabled":  true,
    "url":  "https://mapservices.weather.noaa.gov/static/rest/services/NWS_FIM/FIM_wbrp1/MapServer",
    "zeroDatum":  {
      "value":  510.86,
      "datum":  "NAVD88"
    },
    "downloads":  {
      "depthGrids":  "https://water.noaa.gov/resources/downloads/fim/wbrp1/wbrp1_shapefiles.zip",
      "images":  "https://water.noaa.gov/resources/downloads/fim/wbrp1/wbrp1_images.zip",
      "kmz":  "https://water.noaa.gov/resources/downloads/fim/wbrp1/wbrp1_kmz.zip"
    },
    "siteSpecificInfo":  "<p>The purpose of a flood forecast inundation map is to communicate flood risk based on best available information at the time of map development. This flood forecast inundation map has been compiled using the best information available and is believed to be accurate; however, its preparation required many assumptions. Actual conditions during a flood event may vary from those modeled in the map. The limits of flooding shown should only be used as a guideline for emergency planning and response actions. Actual areas inundated will depend on specific flooding conditions.</p>\r\n<p>The risk of flooding behind flood risk management (FRM) structures (such as levees, floodwalls, closures, etc.) depends on many factors that cannot be entirely predicted in advance. These factors include whether the FRM structure overtops, length of time the structure overtops, and whether the overtopping leads to breach formation.</p>\r\n<p>Two distinct approaches to mapping flooding behind FRM structures have been applied to best address the uncertainty, documented flood risk management systems and undocumented flood risk management systems. No specific level of protection is implied for any FRM structure depicted on these maps.</p>\r\n<p>The mapping is based on the PASDA ground elevation data from 2006-2008.</p>\r\n<p><strong>Documented Flood Risk Management Structures (red lines)</strong> Ã¢â‚¬â€œ Includes Wyoming Valley FRM project. Area behind the FRM structures is not shown as being flooded until the structure is over-topped.</p>\r\n<p><strong>Documented Flood Risk Management Risk Area (yellow shaded area)</strong> - Shows the area with flood risk reduced by documented flood risk management structures</p>\r\n<p><strong>Undocumented Flood Risk Management Structures (orange lines)</strong> Ã¢â‚¬â€œ Includes Duryea and Mill Creek FRM projects.Ã‚Â  Area behind FRM structures is shown as flooded, although the structure may provide some level of flood risk reduction</p>\r\n<p><strong>Undocumented Flood Risk Management Risk Area (pale orange shaded area)</strong> Ã¢â‚¬â€œ Shows rough approximation of FRM area that would have flood risk reduced by the undocumented flood risk management structure if it functions properly</p>\r\n<p>In the Wilkes-Barre to Hanover Township Reach of the Wyoming Valley Flood Risk Management Project, the flood inundation map shows that overtopping of the levee will occur at Flood Stage 43.2 feet in the downstream portion of the reach.Ã‚Â  With respect to public safety, inundation is conservatively shown as occurring behind the entire length of the reach.Ã‚Â  Some data suggests that overtopping of the levee may not occur at the stage 43.2 feet.Ã‚Â  This issue is being investigated and the flood inundation mapping for the Wilkes-Barre to Hanover Township Reach may change as a result.</p><p>The detailed project report can be found <a title=\"Wyoming Valley Project Report\" href=\"https://silverjackets.nfrmp.us/Portals/0/doc/Pennsylvania/SusqRiver_FIM_Report_Final%20Mar19.pdf?ver=2019-03-12-182924-460\">here</a>\r\n<p>If you have questions related to any of the flood risk management projects in Luzerne County, call the Luzerne County Flood Protection Authority at 570-208-6100.</p>",
    "dataAttribution":  [
      {
        "text":  "USGS",
        "title":  "Observations courtesy of the US Geological Survey",
        "url":  "",
        "image":  "https://water.noaa.gov/resources/fim/"
      },
      {
        "text":  "State",
        "title":  "PA State Partner",
        "url":  "",
        "image":  "https://water.noaa.gov/resources/fim/"
      },
      {
        "text":  "Partner1",
        "title":  "Pennsylvania Silver Jackets Team",
        "url":  "http://www.nfrmp.us/state/factPennsylvania.cfm",
        "image":  "https://water.noaa.gov/resources/fim/wbrp1-partner-01.png"
      },
      {
        "text":  "Partner2",
        "title":  "Luzerne County Flood Protection Authority",
        "url":  "http://www.lcfpa.org/",
        "image":  "https://water.noaa.gov/resources/fim/wbrp1-partner-02.png"
      }
    ]
  },
  "upstreamLid":  "MHPP1",
  "downstreamLid":  "BMBP1",
  "inService":  {
    "enabled":  true,
    "message":  ""
  },
  "lowThreshold":  null,
  "forecastReliability":  "Forecasts are issued routinely year-round.",
  "TruncateObs":  "-1",
  "TruncateFcst":  "3",
  "ObservedFloodCategory":  "action",
  "ForecastFloodCategory":  "action"
}