Peak discharge (cfs) during a wet year (2002)
Link to this table

Design rainfall event Pre-development 1-yr 24-hr Instantaneous volume 1-yr 24-hr routed (R124) Development 2-yr 24-hr peak Instantaneous volume Development 2-yr 24-hr peak routed (R224)
2002 14.4 6.72 19.8 6.5 16.3