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 11367500

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 2023: 2022-10-01 to 2023-09-30
 

Print this page
USGS Water-Year Summary 2023
11367500 McCloud River near McCloud, CA
LOCATION - Lat 41°11'18", long 122°03'52" referenced to North American Datum of 1927, in NW 1/4 NE 1/4 sec.34, T.39 N., R.2 W., Siskiyou County, CA, Hydrologic Unit 18020004, on right bank, 0.4 mi downstream from Angel Creek, and 6 mi southeast of McCloud.
DRAINAGE AREA - 358 mi².
REVISIONS HISTORY - WSP 843: 1936 (instantaneous maximum discharge). WSP 1445: 1940 (instantaneous maximum discharge). WSP 1931: Drainage area.
SURFACE-WATER RECORDS
PERIOD OF RECORD - April 1931 to current year.
GAGE - Water-stage recorder. Datum of gage is 2,711.2 ft above NGVD of 1929, from river-profile map.
COOPERATION - Records were collected by Pacific Gas and Electric Co., under general supervision of the U.S. Geological Survey, in connection with Federal Energy Regulatory Commission project no. 2106.
REMARKS - Two small diversions upstream from station for irrigation and one 22-in. pipeline for town of McCloud. See schematic diagram of Pit River and McCloud River Basins available from the California Water Science Center.
EXTREMES FOR PERIOD OF RECORD - Maximum discharge, 15,400 ft³/s, Jan. 1, 1997, gage height, 11.22 ft, from rating curve extended above 8,800 ft³/s on basis of slope-area measurement of peak flow; minimum daily, 524 ft³/s, Nov. 23, 24, 1932.