1993 003 Ordinance - Laserfiche WebLink

Home Browse Search

(3) Comaaction. A11 fi]1 shall be stabflized in . conformance with generally accepted engineering standards, including a compacted density of at least ninety-five percent (95y,), (4) Pr m t C m 1 et on. A7 1 earth moving shall be accomplished in the shortest practical period of time. In no event shall the existing natural vegetation be destroyed, removed, or disturbed more construction.ays Prior to the initiation of (5) u n Fill. Cut and fil] slopes shall be no steeper than two horizontal to one vertical; f111 slopes shall not be ]orated on natural slopes steeper than 2:1; or where fill slope toes out within 12-feet horizontal of the top of an existing or planned cut slope. (6} No unnecessary cuts and/or fills shall be allowed 4n order to create additional lots or building sites, d) H droioaic~7 Controls, The fo7iowing standards shall apply to hydro]ogical controls; (1} l~atur 1 Cannel s. Natural drainage-ways shall be preserved to the maximum extend passible. (Z) ontr l ~d Run-off. Run-off from concentrated impervious surfaces shall be collected and transported in a pipe or other approved manner to a municipal storm sewer system if available, or if unavailable, to the bottom of a ravine in a safe, adequate, and nonerosive manner. Where required by the Village Engineer, storm water retention facilities shall be installed. ~3) I to c pt r Ditche,~. Where required, interceptor ditches shall be established above steep slopes in such a way as not to saturate or erode soil, and the intercepted water shall be conveyed in a pipe or other approved manner to a municipal storm sewer system or to the bottom of a ravine or steep slope, (4} Di ch r e Point Stabilization, drainage-ways shall be established bya means consistent with sound professional engineering practice, below drainage and culvert discharge points for a distance sufficient to convey the discharge without channel erosion, and in such manner as to dissipate the energy of the discharge.