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Water-Year Summary for Site 02238000

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  • 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.
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Available Parameters
00060 Discharge(Mean)  
00065 Gage height(Mean)  
63160 Stream level, NAVD(Mean)  

Water year 2019: 2019-10-01 to 2020-09-30

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USGS Water-Year Summary 2019
LOCATION - Lat 28°52'14", long 81°47'02" referenced to North American Datum of 1927, in NW 1/4 sec.02, T.19 S., R.25 E., Lake County, FL, Hydrologic Unit 03080102, near left bank at upstream side of Burrell lock and dam, 900 ft upstream from bridge on State Highway 44, 0.2 mi south of Lisbon, and 7 mi northeast of Leesburg.
DRAINAGE AREA - 648 mi².
REVISIONS HISTORY - WDR FL-72-1: Drainage area. WDR-US-2010: Discharge: 2004-07.
PERIOD OF RECORD - July 1942 to September 1978, October 1978 to September 1985 (gage heights only), October 1985 to current year. Prior to October 2005, published as "Haines Creek at Lisbon, FL".
GAGE - Water-stage recorder, gate-opening recorder, and data-collection platform. Datum of gage is at NGVD of 1929 and 1.05 ft below NAVD of 1988. Prior to Aug. 22, 1956, nonrecording gage at site 1,000 ft downstream at datum 58.93 ft higher, and Aug. 22, 1956 to Mar. 5, 1957, at present datum. Mar. 6 to Oct. 8, 1957, nonrecording gage at present site at datum 0.30 ft higher. Oct. 9, 1957 to Sept. 30, 1996, water-stage recorder at present site at present datum. Oct. 1, 1996 to Mar. 16, 1998 at present site at datum 0.30 ft lower. Mar. 6 to Oct. 8, 1957, auxiliary nonrecording gage and Oct. 9, 1957 to Sept. 30, 1996, Mar. 16, 1998, auxiliary water-stage recorder at downstream side of lock and dam at present datum. Oct. 1, 1996 to Mar. 16, 1998, auxiliary water-stage recorder at downstream side of lock and dam at datum, 0.30 ft lower.
COOPERATION - Gate-opening record provided by St. Johns River Water Management District.
REMARKS - Since Dec. 23, 1956, flow regulated at station by manipulation of gates in spillway. Discharge computed from relation between discharge, head, gate-openings, and lockages and does not include leakage around structure or gates. See WDR FL-91 for history of low flows and minimum gage heights.
EXTREMES OUTSIDE PERIOD OF RECORD - Flood of 1926 reached a stage of about 65.3 ft, former site and present datum, according to information from local residents.