Laserfiche WebLink
<br />e <br /> <br />. <br /> <br />5.10.2 Inlets <br /> <br />A. Curb inlets shall be spaced and sized to intercept the calculated runoff for the design <br />storm. The water surface elevation at the inlet shall be less than or equal to the top of <br />curb for the design storm flow. <br /> <br />B. Maximum travel distance of water in the street to a curb inlet shall be three hundred feet <br />(3001) on a major thoroughfare and in a commercial area. The maximum travel distance <br />of water in the street permitted in a single-family residential area shall be four hundred <br />feet (400'). <br /> <br />C. No Valley Gutter without prior approval. <br /> <br />D. Curb inlets should be located on the intersecting side street at intersections with a major <br />thoroughfare. The City Engineer shall specifically approve locations at intersections. <br /> <br />E. Grated inlets will not be permitted in an open ditch. <br /> <br />F. Backslope swale interceptors shall be placed in accordance with the requirements of <br />Harris County. <br /> <br />G. Curb inlets shall have solid inlet lids. Grate or Curb and Grate inlets shall not be <br />allowed for residential subdivisions. Curb inlets shall be recessed, unless otherwise <br />directed by the City Engineer. <br /> <br />H. Backfill around inlets and to top of first stage inlet with cement stabilized sand. <br /> <br />Stormwater Criteria 12 of 12 <br />