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7.95, "flow": 4800, "preliminary": "O", "olddatum": false }, { "occurredTime": "1940-05-03T00:00:00Z", "stage": 9.35, "flow": 6850, "preliminary": "O", "olddatum": false }, { "occurredTime": "1938-12-06T00:00:00Z", "stage": 7.77, "flow": 4520, "preliminary": "O", "olddatum": false }, { "occurredTime": "1938-09-22T00:00:00Z", "stage": 16.34, "flow": 18400, "preliminary": "O", "olddatum": false }, { "occurredTime": "1937-05-15T00:00:00Z", "stage": 8.88, "flow": 6070, "preliminary": "O", "olddatum": false }, { "occurredTime": "1936-03-18T00:00:00Z", "stage": 9.98, "flow": 9070, "preliminary": "O", "olddatum": false }, { "occurredTime": "1935-04-17T00:00:00Z", "stage": 11.2, "flow": 0, "preliminary": "O", "olddatum": false }, { "occurredTime": "1934-04-12T00:00:00Z", "stage": 10.2, "flow": 8120, "preliminary": "O", "olddatum": false }, { "occurredTime": "1933-04-18T00:00:00Z", "stage": 9.45, "flow": 7360, "preliminary": "O", "olddatum": false }, { "occurredTime": "1932-04-12T00:00:00Z", "stage": 7.06, "flow": 3940, "preliminary": "O", "olddatum": false }, { "occurredTime": "1931-04-11T00:00:00Z", "stage": 9.18, "flow": 7030, "preliminary": "O", "olddatum": false }, { "occurredTime": "1930-06-19T00:00:00Z", "stage": 6.66, "flow": 3390, "preliminary": "O", "olddatum": false }, { "occurredTime": "1929-04-06T00:00:00Z", "stage": 6.5, "flow": 3200, "preliminary": "O", "olddatum": false }, { "occurredTime": "1927-11-03T00:00:00Z", "stage": 19.4, "flow": 23000, "preliminary": "R", "olddatum": false } ] }, "lowWaters": { "historic": [] }, "impacts": [ { "stage": 13.5, "statement": "About 4 feet of water will cover Route 100 south of Moretown, nearly reaching a trailer park." }, { "stage": 12, "statement": "At 12 feet, Route 100 will be covered with water in Moretown, and Route 100B will be partially covered. Water will inundate Telephone Flats along Route 100 just north of Waitsfield." }, { "stage": 9, "statement": "At 9 feet, the mad river begins to leave its banks. Field flooding occurs between Waitsfield and Moretown, and some local roads will flood." } ] }, "images": { "probability": { "weekint": { "stage": "https://water.noaa.gov/resources/probabilistic/exceedance/MOOV1.SSTG.prob.weekint.gif", "flow": "https://water.noaa.gov/resources/probabilistic/exceedance/MOOV1.QINE.prob.weekint.gif", "volume": "https://water.noaa.gov/resources/probabilistic/exceedance/MOOV1.volume.prob.weekint.gif" }, "entperiod": { "stage": "https://water.noaa.gov/resources/probabilistic/exceedance/MOOV1.SSTG.exceed.90day.gif", "flow": "https://water.noaa.gov/resources/probabilistic/exceedance/MOOV1.QINE.exceed.90day.gif", "volume": "" }, "shortrange": "https://water.noaa.gov/resources/probabilistic/short_term/MOOV1.shortrange.hefs.png" }, "hydrograph": { "default": "https://water.noaa.gov/resources/hydrographs/moov1_hg.png", "floodcat": "https://water.noaa.gov/resources/hydrographs/moov1_record.png" }, "photos": [] }, "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": "04288000", "title": "Observations courtesy of U.S. Geological Survey", "url": "https://waterdata.usgs.gov/nwis/inventory/?site_no=04288000" } ], "impactsLowWaters": [], "normalThreshold": { "value": 0, "units": "ft" }, "hydronotes": [ { "statement": "Gauge reading may be affected by ice. Forecast flows are unadjusted for ice.", "effective": "1101", "expiration": "0430" } ], "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": 543.67 } ] }, "horizontal": { "value": [] }, "notes": { "value": [] } }, "inundation": { "enabled": false, "url": "", "zeroDatum": null, "downloads": null, "siteSpecificInfo": "", "dataAttribution": [] }, "upstreamLid": "", "downstreamLid": "", "inService": { "enabled": true, "message": "" }, "lowThreshold": null, "forecastReliability": "Forecasts are issued routinely year-round.", "TruncateObs": "-1", "TruncateFcst": "3", "ObservedFloodCategory": "no_flooding", "ForecastFloodCategory": "no_flooding" }