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Water-Year Summary for Site 434209090491101

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Available Parameters
00045 Precipitation(Sum)  
00060 Discharge(Mean)  

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

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USGS Water-Year Summary 2024
434209090491101 DISCOVERY FARMS-JERSEY WATERWAY 1 NEAR CASHTON, WI
LOCATION - Lat 43°42'09.0", long 90°49'11.0" referenced to North American Datum of 1983, in NW 1/4 NW 1/4 SE 1/4 sec.11, T.14 N., R.4 W., Vernon County, WI, Hydrologic Unit 07070006, 650 ft north of Erickson Rd., 1000 ft east of Hwy 27, 3 miles southwest of Cashton, WI.
DRAINAGE AREA - 0.02 mi², 11.0 acres.
SURFACE-WATER RECORDS
PERIOD OF RECORD - November 2010 to current year.
GAGE - Water-stage recorder. Water levels are controlled by 2.5 ft H flume. Elevation of gage is 1300 ft above NAVD88, from topographic map.
REMARKS - Records are good, except for estimated days which are poor. Note that discharge is the daily sum, in cubic feet.
CLIMATOLOGICAL RECORDS
PERIOD OF RECORD - November 2010 to current.
INSTRUMENTATION - Tipping bucket rain gage with electronic datalogger.
EXTREMES FOR PERIOD OF RECORD - Maximum daily rainfall, 2.58 in., Jun. 1, 2014.
REMARKS - Data are recorded to the nearest 5 or 15 minutes in the datalogger. Records are good except for estimated days, which are fair. All unit values and daily values are stored in ADAPS. WY11: Rainfall estimated to be 0.00 for Nov. 28, Dec. 10, Jan. 29 & 31, Feb. 8, 13, 28, Mar. 3, 9, 11, 18, and 24 because recorded precipitation was interpreted as collector snowmelt. Daily values for Oct. 1 to Nov. 10 estimated from nearby station 05408480 W. Fork Kickapoo River at Peaceful Valley Road near Cashton, WI. Daily values are marked as estimated on Apr. 6, 15-16, and 19-21 because recorded precipitation was interpreted as a combination of rainfall and some collector snowmelt. WY12: Data are recorded to the nearest 5 or 15 minutes in the datalogger. Rainfall estimated to be 0.00 for Nov. 10-13, 15, 23, Dec. 18 & 24, Jan. 26-27, 30, Feb. 14-15, 17, 21, 28-29, and Mar. 2 & 4 because recorded precipitation was interpreted as collector snowmelt. Daily values are marked as estimated on Nov. 9 because recorded precipitation was interpreted as a combination of rainfall and some collector snowmelt. WY13: Rainfall estimated to be 0.00 for Nov. 6, Jan. 9 & 18, Feb. 8, 13, 22, and 27, Mar. 3, 7, 14, and 18, and Apr. 4, 13 and 19 because recorded precipitation was interpreted as collector snowmelt. Daily values are marked as estimated on Dec. 14-15, Jan. 28-29, Feb. 10 and 14, and Apr. 8 because recorded precipitation was interpreted as a combination of rainfall and some collector snowmelt. WY14: Data are recorded to the nearest 5 or 15 minutes in the datalogger. Rainfall estimated to be 0.00 for Nov. 21, 25, Dec. 3, 18, 27-28, Jan. 12-13, 16, 19, Feb. 18, Mar. 7, 20, Apr. 4-5, 11, and 15-16 because recorded precipitation was interpreted as collector snowmelt. Daily values are marked as estimated on Dec. 4, and Mar. 19 because recorded precipitation was interpreted as a combination of rainfall and some collector snowmelt. WY15: Data are recorded to the nearest 5 or 15 minutes in the datalogger. Rainfall estimated to be 0.00 for Nov. 22, 29, Dec. 7-8, 12, Jan. 15, 24, Feb. 1, 6, Mar. 24-25, and Apr. 10-11 because recorded precipitation was interpreted as collector snowmelt. Daily values are marked as estimated on Nov. 24 because recorded precipitation was interpreted as a combination of rainfall and some collector snowmelt. Daily values for Dec. 21 – Jan 12 from 05408480 W FORK KICKAPOO R at PEACEFUL VAL RD NR CASHTON, WI
WATER-QUALITY RECORDS
PERIOD OF RECORD - November 2010 to current.
INSTRUMENTATION - Water-quality sampler since November 2010.
REMARKS - Chemical analyses by the Water and Environmental Analysis Lab at the University of Wisconsin-Stevens Point. Samples with end dates/times are flow-composite samples collected by an automatic point sampler which represent the event-mean concentration for the specified runoff period. Samples with only start dates/times are discrete samples collected by the same sampler. The sample runoff volume is the total flow that occurs between the start and end time of each flow-composite sample. In most cases, the sample runoff volume is slightly less than the total storm runoff volume. Some runoff events were not sampled. An approximate storm load (in pounds) can be computed by multiplying the sample runoff volume (in cubic feet) by the constituent concentration (in mg/L) and a factor of 6.2428x10^-5.