Permits are moving along and it actually looks like I`ll be putting in a nice pier/ramp/floating dock with tie off pilings combination come spring. One of the hold -ups was the engineer thought (and still does) that the float should be bigger than the allowed 100 sq ft for stability as the area will be subject to wakes. Well, that didn`t fly with the state, which is fine with me. We are going with a 8 X 12.5 ft float, perpendicular to shore, hooped to pilings. The question is would a stabilizer (I hope I`m calling it the right name, I`m thinking those upside down umbrella type things)hung at each end of the float slow down the pitch from wakes?