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


Page Loading - Please Wait...

Click to hideNews Bulletins
  • Explore the NEW USGS National Water Dashboard interactive map to access real-time water data from over 13,500 stations nationwide.
  • How are we doing? We want to hear from you. Take our quick survey to tell us what you think.

Water-Year Summary for Site 04043016

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
00010 Temperature, water(Max.,Min.,Mean)  
00060 Discharge(Mean)  
00095 Specific cond at 25C(Max.,Min.,Mean)  
00300 Dissolved oxygen(Max.,Min.)  
32295 fDOM, water, in situ(Max.,Min.,Med.)  
63680 Turbidity, Form Neph(Max.,Min.,Med.)  

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

Print this page
USGS Water-Year Summary 2024
04043016 PILGRIM RIVER AT PARADISE RD NR DODGEVILLE, MI
LOCATION - Lat 47°05'03", long 88°33'02" referenced to North American Datum of 1927, in SW 1/4 SW 1/4 sec.07, T.54 N., R.33 W., Houghton County, MI, Hydrologic Unit 04020103, on right bank at downstream side of bridge on Paradise Road, 2.0 mi southeast of Dodgeville.
DRAINAGE AREA - 20 mi².
SURFACE-WATER RECORDS
PERIOD OF RECORD - August 2014 to June 2018, June 9, 2020 to current year.
GAGE - Water-stage recorder and crest-stage gage. Datum of gage is 600.00 ft above NAVD 88. Prior to June 2018 elevation of gage was 680 ft above NGVD 29, from topographic map.
EXTREMES FOR PERIOD OF RECORD - Maximum discharge, 7,370 ft³/s, June 17, 2018, 80.92 ft, from rating curve extended above 460 ft³/s, from indirect computation of discharge due to culvert and streambank failure, present site and datum.