USGS Water-Year Summary for Site 01446776

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	Available Parameters
	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

01446776 BUSHKILL CREEK BELOW SR2017 BRIDGE AT TATAMY, PA

LOCATION - Lat 40°44'55", long 75°15'41" referenced to North American Datum of 1927, Northampton County, PA, Hydrologic Unit 02040105, on left bank, 1,000 ft downstream from USGS gage number 01446775, and 250 ft downstream from former State Route 2017 stream crossing (bridge removed) at Tatamy.

DRAINAGE AREA - 31.1 mi².

REVISIONS HISTORY - WDR-US-2009: 2006-2008(M). WDR-US-2013: 2006-2012.

SURFACE-WATER RECORDS

PERIOD OF RECORD - November 2005 to current year.

GAGE - Water-stage recorder and crest-stage gage. Datum of gage is 330.426 ft above National Geodetic Vertical Datum of 1988 from GNSS Level II RTN Survey.

COOPERATION - Station established and maintained by the U.S. Geological Survey in cooperation with Hercules Cement Company, Inc.

REMARKS - Natural flow is supplemented by quarry pumping about 0.5 mi upstream. Record of pumpage data were provided to the USGS by Pennsylvania Department of Environmental Protection and filed with the Water Science Center through Water Year 2016. Records for water years 2014-2016 are fair except those for discharges less than 24 ft³/s, those for discharges greater than 1,070 ft³/s, and those for estimated daily discharges, which are poor. Records for water year 2017 are fair except those for discharges less than 24 ft³/s, those for discharges greater than 1,070 ft³/s, which are poor; no estimated discharge. Records for water year 2018 are poor. Records for water year 2019 are fair except those for discharges less than 80 ft³/s, those for discharges greater than 300 ft³/s, and those for estimated discharge, which are poor. Records for water years 2020-2021 are fair except those for discharges less than 40 ft³/s, those for discharges greater than 130 ft³/s, and those for estimated discharge, which are poor. Records for water year 2022-2023 are fair except those for discharges less than 40 ft³/s, those for discharges greater than 260 ft³/s, and those for estimated discharge, which are poor.