Site dewatering. Water pumped from the site shall be treated by temporary sedimentation basins, grit chambers, sand filters, upslope chambers, hydro-cyclones, swirl concentrators, or other appropriate controls designed and used to remove particles of 100 microns or greater for the highest dewatering pumping rate. If the water is demonstrated to have no particles of greater than 100 microns during dewatering operations, then no control is needed before discharge, except as determined by the City Building Inspector. Water may not be discharged in a manner that caused erosion of the site or receiving channels.
[Note: There are many ways to meet this particle size performance objective, depending on the pumping rate. As an example, if the pumping rate is very low (1 gal/min), then an inclined or vertical enlargement pipe (about eight-inch diameter for one gallon per minutes) several feet long would be an adequate control device to restrict the discharge of 100 micron, and larger, particles. As the pumping rate increases, then the "device" must be enlarged. At a moderate (100 gallons per minute) pumping rate, a vertical section of corrugated steel pipe, or concrete pipe section, or other small "tank" (about 4 1/2 feet across for a 100 gallons per minute pumping rate) several feet tall would be adequate. With these pipe sections or small tanks, inlet baffles would be needed to minimize turbulence. With very large pumping rates (10,000 gallons per minute), sediment basins (about 35 feet in diameter for a pumping rate of 10,000 gallons per minute) at least three feet in depth with a simple (but adequately sized) pipe outlet would be needed. More sophisticated control devices (such as swirl concentrators or hydro-cyclones) could be specifically fabricated that would generally be smaller than the simple sedimentation devices described above, but they would not be required.]