USGS Water-Year Summary for Site 433615088202501

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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

433615088202501 SCF W BR MILWAUKEE RIVER WATERWAY 3 NR ASHFORD, WI

LOCATION - Lat 43°36'15.1", long 88°20'24.9" referenced to North American Datum of 1983, in NW 1/4 SW 1/4 SW 1/4 sec.10, T.13 N., R.18 E., Fond Du Lac County, WI, Hydrologic Unit 04040003,

DRAINAGE AREA - 0.03 mi², 18.3 acres.

SURFACE-WATER RECORDS

PERIOD OF RECORD - Jul. 24, 2012 to Sep. 30, 2015.

GAGE - Water-stage recorder. Water levels are controlled by 2.5 ft H flume.

COOPERATION - In cooperation with the Sand County Foundation.

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

CLIMATOLOGICAL RECORDS

PERIOD OF RECORD - Jul. 23, 2012 to Sep. 30, 2015 (non-frozen precipitation).

INSTRUMENTATION - Tipping bucket rain gage with electronic datalogger.

EXTREMES FOR PERIOD OF RECORD - Maximum daily rainfall, 2.17 in., Apr. 13, 2014.

REMARKS - Precipitation.-- Data are recorded to the nearest minute in the datalogger. Rainfall estimated to be 0.00 on Nov. 29, Dec. 8-9, 12-13, 21, Jan. 3, 15, 17, Feb. 6-7, 21, and Mar. 14 because recorded precipitation was interpreted as collector snowmelt. Collector snowmelt was removed from the record. Daily values estimted for Jul. 18-21 from 433727088215801 SCF W BR MILWAUKEE RIVER WATERWAY 2 NR ASHFORD, WI due to equipment malfunction. Remarks.--Records are good except for estimated days, which are fair. All unit values and daily values are stored in ADAPS. Maximum daily rainfall, 2.17 in., Apr. 13, 2014

WATER-QUALITY RECORDS

PERIOD OF RECORD - Refrigerated autosampler Jul. 2012 to Sep. 30, 2015.

COOPERATION - In cooperation with the Sand County Foundation.

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.