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11400, "preliminary": "O", "olddatum": false }, { "occurredTime": "1962-11-21T00:00:00Z", "stage": 61.06, "flow": 8020, "preliminary": "O", "olddatum": false }, { "occurredTime": "1962-01-03T00:00:00Z", "stage": 62.16, "flow": 9510, "preliminary": "O", "olddatum": false }, { "occurredTime": "1961-12-05T00:00:00Z", "stage": 63.41, "flow": 12100, "preliminary": "O", "olddatum": false }, { "occurredTime": "1961-02-21T00:00:00Z", "stage": 64.7, "flow": 13000, "preliminary": "O", "olddatum": false }, { "occurredTime": "1959-11-23T00:00:00Z", "stage": 69.75, "flow": 28100, "preliminary": "R", "olddatum": false }, { "occurredTime": "1958-11-13T00:00:00Z", "stage": 66.09, "flow": 15900, "preliminary": "O", "olddatum": false }, { "occurredTime": "1956-12-10T00:00:00Z", "stage": 65.13, "flow": 13900, "preliminary": "O", "olddatum": false }, { "occurredTime": "1955-12-12T00:00:00Z", "stage": 67.73, "flow": 20300, "preliminary": "O", "olddatum": false }, { "occurredTime": "1955-02-08T00:00:00Z", "stage": 65.91, "flow": 15500, "preliminary": "O", "olddatum": false }, { "occurredTime": "1953-12-12T00:00:00Z", "stage": 64.29, "flow": 12300, "preliminary": "O", "olddatum": false }, { "occurredTime": "1953-12-10T00:00:00Z", "stage": 67.17, "flow": 18300, "preliminary": "O", "olddatum": false }, { "occurredTime": "1953-02-01T00:00:00Z", "stage": 64.71, "flow": 13400, "preliminary": "O", "olddatum": false }, { "occurredTime": "1953-01-23T00:00:00Z", "stage": 64.67, "flow": 13300, "preliminary": "O", "olddatum": false }, { "occurredTime": "1951-02-10T00:00:00Z", "stage": 67.02, "flow": 18400, "preliminary": "O", "olddatum": false }, { "occurredTime": "1950-03-04T00:00:00Z", "stage": 63.82, "flow": 11800, "preliminary": "O", "olddatum": false }, { "occurredTime": "1949-02-17T00:00:00Z", "stage": 62.51, "flow": 9470, "preliminary": "O", "olddatum": false }, { "occurredTime": "1947-12-19T00:00:00Z", "stage": 62.43, "flow": 9310, "preliminary": "O", "olddatum": false }, { "occurredTime": "1947-11-08T00:00:00Z", "stage": 62.21, "flow": 8960, "preliminary": "O", "olddatum": false }, { "occurredTime": "1946-12-14T00:00:00Z", "stage": 65.74, "flow": 15800, "preliminary": "O", "olddatum": false }, { "occurredTime": "1946-12-11T00:00:00Z", "stage": 68.16, "flow": 22000, "preliminary": "O", "olddatum": false }, { "occurredTime": "1945-12-29T00:00:00Z", "stage": 64.31, "flow": 12800, "preliminary": "O", "olddatum": false }, { "occurredTime": "1945-01-07T00:00:00Z", "stage": 64.98, "flow": 13600, "preliminary": "O", "olddatum": false }, { "occurredTime": "1943-12-03T00:00:00Z", "stage": 64.6, "flow": 12900, "preliminary": "O", "olddatum": false }, { "occurredTime": "1942-11-23T00:00:00Z", "stage": 63.42, "flow": 10900, "preliminary": "O", "olddatum": false }, { "occurredTime": "1938-04-18T00:00:00Z", "stage": 65.88, "flow": 14400, "preliminary": "O", "olddatum": false }, { "occurredTime": "1937-11-28T00:00:00Z", "stage": 64.9, "flow": 12400, "preliminary": "O", "olddatum": false } ] }, "lowWaters": { "historic": [] }, "impacts": [ { "stage": 14000, "statement": "the Green River will experience major flooding inundating much of the flood plain from the middle Green River valley downstream to Tukwilla. Some homes...businesses and neighborhoods will see significant flooding with some evacuations likely needed. Levees may be overtopped and erosion may damage levees. A flow of 12000 cfs or above on the Green River corresponds roughly to a phase 4 flood in the King County flood system." }, { "stage": 12000, "statement": "the Green River will inundate low areas from the middle Green River valley downstream to Auburn...with water over several roads including SE Green Valley Rd and West Valley Rd. Levees from Auburn down through Tukwilla may exhibit seeapage and may weaken due to saturation. A flow of 12000 cfs on the Green River corresponds to a phase 4 flood in the King County flood system." }, { "stage": 10000, "statement": "the Green River will flood low areas of the middle Green River valley with water over SE Green Valley Rd. Some flooding is possible at a few low spots along the banks of the Green River in Auburn, including near Issac Evans Park in lower Mill Creek basin between Auburn and Kent due to backwater. A flow of 9000 cfs feet on the Green River corresponds to a phase 3 flood in the King County flood system." }, { "stage": 9000, "statement": "the Green River will flood low areas of the middle Green River valley with water over SE Green Valley Rd. Some backwater inundation is possible in lower Mill Creek basin between Auburn and Kent. A flow of 9000 cfs feet on the Green River corresponds to a phase 3 flood in the King County flood system." }, { "stage": 7000, "statement": "the Green River will spill over its banks into low areas in Green Valley and in lower Mill Creek basin between Auburn and Kent. A flow of 7000 cfs on the Green River corresponds to a phase 2 flood in the King County flood system." } ] }, "images": { "probability": { "weekint": { "stage": "", "flow": "", "volume": "" }, "entperiod": { "stage": "", "flow": "", "volume": "" }, "shortrange": "https://water.noaa.gov/resources/probabilistic/short_term/AUBW1.shortrange.hefs.png" }, "hydrograph": { "default": "https://water.noaa.gov/resources/hydrographs/aubw1_hg.png", "floodcat": "https://water.noaa.gov/resources/hydrographs/aubw1_record.png" }, "photos": [] }, "dataAttribution": [ { "abbrev": "US Geological Survey (derived)", "text": "USGS--Water Resources of the United States", "title": "US Geological Survey (derived)", "url": "https://waterdata.usgs.gov/nwis/rt" }, { "abbrev": "USGS", "text": "12113000", "title": "Observations courtesy of U.S. Geological Survey", "url": "https://waterdata.usgs.gov/nwis/inventory/?site_no=12113000" } ], "impactsLowWaters": [], "normalThreshold": null, "hydronotes": [ { "statement": "River forecasts for this location take into account past and future precipitation. The stages/flows that will occur may be different if future rainfall is different than forecast.", "effective": "0101", "expiration": "1231" }, { "statement": "Forecast river flows take into account forecasts of dam operations and are subject to change.", "effective": "0101", "expiration": "1231" } ], "datums": { "vertical": { "value": [ { "label": "National Geodetic Vertical Datum of 1929", "abbrev": "NGVD29", "description": "A fixed reference adopted as a standard geodetic datum for elevations determined by leveling. The datum was derived for surveys from a general adjustment of the first-order leveling nets of both the United States and Canada. In the adjustment, mean sea level was held fixed as observed at 21 tide stations in the United States and 5 in Canada. The year indicates the time of the general adjustment. A synonym for Sea-level Datum of 1929. The geodetic datum is fixed and does not take into account the changing stands of sea level. Because there are many variables affecting sea level, and because the geodetic datum represents a best fit over a broad area, the relationship between the geodetic datum and local mean sea level is not consistent from one location to another in either time or space. For this reason, the National Geodetic Vertical Datum should not be confused with mean sea level. See North American Vertical Datum of 1988 (NAVD 88). NGVD 29 should not be used as Mean Sea Level. NGVD 29 is no longer supported by NGS.", "value": 0 } ] }, "horizontal": { "value": [] }, "notes": { "value": [] } }, "inundation": { "enabled": false, "url": "", "zeroDatum": null, "downloads": null, "siteSpecificInfo": "", "dataAttribution": [] }, "upstreamLid": "GPUW1", "downstreamLid": "GRKW1", "inService": { "enabled": true, "message": "" }, "lowThreshold": null, "forecastReliability": "Forecasts are issued routinely year-round.", "TruncateObs": "-1", "TruncateFcst": "-1", "ObservedFloodCategory": "no_flooding", "ForecastFloodCategory": "no_flooding" }