Warning: Javascript must be enabled to use all the features on this page!


Page Loading - Please Wait...

Click to hideNews Bulletins

Water-Year Summary for Site 06632400

Click to hide Water-Year Summary instructions and information
  • Water-Year Summary reports summarize a year of hydrologic data in a printer-friendly format.
  • For water years 2014 onward, choose a water year and parameter and an on-demand Water-Year Summary report will be generated.
  • For water years 2006 through 2013, choose a water year and an Annual Water Data Report will be provided.
  • For water years 2005 and earlier, Annual Water Data Reports may be available in digital format.
  • Not all sites have reports available for every water year.
Available Parameters
00060 Discharge(Mean)  

Water year 2024: 2024-10-01 to 2025-09-30
 

Print this page
USGS Water-Year Summary 2024
06632400 ROCK CREEK ABOVE KING CANYON CANAL, NEAR ARLINGTON, WY
LOCATION - Lat 41°35'07", long 106°13'20" referenced to North American Datum of 1927, in SE 1/4 SW 1/4 sec.25, T.19 N., R.79 W., Carbon County, WY, Hydrologic Unit 10180004, on left bank 200 ft upstream from point of diversion to King Canyon Canal, 0.4 mi downstream from Overland Creek, 1.0 mi southwest of Arlington, and 6.9 mi southwest of McFadden.
DRAINAGE AREA - 62.9 mi².
REVISIONS HISTORY - WDR WY-86: 1985(m). WDR WY-87: 1985.
SURFACE-WATER RECORDS
PERIOD OF RECORD - October 1954 to current year. Prior to 1965, includes records for 06632500 Rock Creek at Arlington, adjusted for diversion by King Canyon Canal.
GAGE - Water-stage recorder. Elevation of gage is 7,790 ft above NGVD of 1929, from topographic map. October 1955 to September 1965, records from 06632500, Rock Creek at Arlington, collected at non-equivalent site 500 ft downstream from station (see PERIOD OF RECORD). U.S. Geological Survey data collection platform with satellite telemetry at station.
REMARKS - Minor regulation by Sand Lake on Deep Creek, 12 mi upstream from station. No diversions upstream from station.
EXTREMES FOR PERIOD OF RECORD - Maximum discharge, 2,800 ft³/s based on slope-area measurement of peak flow, June 7, 2010, gage height, 6.10 ft; maximum gage height, 6.11 ft, June 2, 2009; minimum daily discharge, 3.8 ft³/s, Nov. 1, 1963.