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Wildcat Creek below Rock Hill, SC Water Level Today

South Carolina · USGS gauge 021473428 · live data · Updated Oct 28, 2026

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About this gauge

USGS gauge 021473428 sits on Wildcat Creek and reads everything draining 30 square miles of the Lower Catawba basin. Its datum sits 507 feet above sea level NAVD88. Daily flow has been on record here since 1998, 4 years of it.

Where this gauge sits in the drainage

No gauged site sits above this one on the mainstem, so this is the first published reading on the river. Downstream the next reading comes from Fishing Creek below Fort Lawn, SC at 280 square miles, so what passes this gauge is about 11% of the water measured there.

Normal flows here

Wildcat Creek runs a median of 7.1 cfs at this gauge across 4 years of record. February is the fullest month at a median 16 cfs, and August the leanest at 2.5 cfs. The highest daily mean on record is 1,300 cfs in 2024, and the lowest is 0.0 cfs in 2008.

Median flow by month
MonthMedian flowShare of annual median
Jan13 cfs183%
Feb16 cfs225%
Mar16 cfs225%
Apr11 cfs155%
May6.8 cfs96%
Jun4.5 cfs63%
Jul3.5 cfs49%
Aug2.5 cfs35%
Sep3.1 cfs44%
Oct4.5 cfs63%
Nov5.7 cfs80%
Dec9.1 cfs129%

Medians from the USGS daily-statistics record, 1998 to 2026. A month at 100% is running at its own long-term median.

Flood stages and record crests

Wildcat Creek reaches flood stage at this gauge at 12 feet. NWS starts watching it at 10 feet. The highest crest on record is 18.6 feet, in March 2003.

NWS flood categories
CategoryGage height
Action10 ft
Minor flooding12 ft
Moderate flooding18 ft
Major flooding20 ft
Highest crests on record
WhenCrest
March 200318.6 ft
April 201914.9 ft
August 200814.9 ft
February 202014.2 ft
January 201012.9 ft

Flood categories and crest history from the NOAA National Water Prediction Service, gauge WCCS1. Stages are gage height, not depth. Not for navigation.

Nearby river gauges

Live streamflow and gage height: USGS gauge 021473428. Percentile context computed against the gauge's period of record. Not for navigation.

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