USGS Water-Year Summary for Site 434425090462401

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

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Water year 2023: 2022-10-01 to 2023-09-30

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USGS Water-Year Summary 2023

434425090462401 DISCOVERY FARMS-JERSEY WATERWAY 6 AT CASHTON, WI

LOCATION - Lat 43°44'25.0", long 90°46'24.5" referenced to North American Datum of 1983, in SE 1/4 SE 1/4 sec.30, T.15 N., R.3 W., Monroe County, WI, Hydrologic Unit 07070006,

DRAINAGE AREA - 0.08 mi², 48 acres - measured from LIDAR data.

SURFACE-WATER RECORDS

PERIOD OF RECORD - June 2011 to current year.

GAGE - Water-stage recorder. Water levels are controlled by 2.5 ft H flume. Elevation of gage is 1315 ft above NAVD88, from topographic map.

REMARKS - Records are good/fair, except for estimated days which are fair/poor. Note that discharge is the daily sum, in cubic feet.

CLIMATOLOGICAL RECORDS

PERIOD OF RECORD - June 2011 to current year.

INSTRUMENTATION - Tipping bucket rain gage with electronic datalogger.

EXTREMES FOR PERIOD OF RECORD - Maximum daily rainfall, 2.58 in., Jun. 19, 2014.

REMARKS - Data are recorded to the nearest 5 or 15 minutes in the datalogger. WY2015 Data are recorded to the nearest 1 or 5 minutes minutes in the datalogger. Rainfall estimated to be 0.00 for Nov. 22, 29, Dec. 8-9, 12, 21, Jan. 15, 17, 23-24, Feb. 6-7, 9, 21, Mar. 3, 23-25, and Apr. 10 because recorded precipitation was interpreted as collector snowmelt. Daily values are marked as estimated on Dec. 24 because recorded precipitation was interpreted as a combination of rainfall and some collector snowmelt. Remarks.--Records are fair except for estimated days, which are poor. Rain gage may be in the shadow of a power pole, with may affect some event totals. All unit values and daily values are stored in ADAPS.

WATER-QUALITY RECORDS

PERIOD OF RECORD - June 2011 to current year.

INSTRUMENTATION - Water-quality sampler since June 2011.

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.