Laserfiche WebLink
• <br /> F. EROSION AND SEDIMENT CONTROL REQUIREMENT #5: <br /> Cut and Fill Slopes <br /> Cut and fill slopes shall be designed and constructed in a manner that will <br /> minimize erosion. In addition, slopes shall be stabilized in accordance with Erosion and <br /> Sediment Control Requirement#1. <br /> G. EROSION AND SEDIMENT CONTROL REQUIREMENT #6: <br /> Controlling Off-Site Erosion <br /> Properties and waterways downstream from development sites shall be <br /> protected from erosion due to increases in the volume, velocity, and peak flow rate of <br /> stormwater runoff from the project site. <br /> H. EROSION AND SEDIMENT CONTROL REQUIREMENT #7: <br /> Stabilization of Temporary Conveyance <br /> All temporary on-site conveyance channels shall be designed, constructed and <br /> stabilized to prevent erosion from the expected velocity of flow from a 2-year, 24 hour <br /> frequency storm for runoff volumes expected during the construction phase. Stabilization <br /> adequate to prevent erosion of outlets, adjacent streambanks, slopes and downstream <br /> reaches shall be provided at the outlets of all conveyance systems. <br /> I. EROSION AND SEDIMENT CONTROL REQUIREMENT #8: <br /> Storm Drain Inlet Protection <br /> All storm drain inlets made operable during construction shall be protected so <br /> that stormwater runoff shall not enter the conveyance system without first being filtered or <br /> otherwise treated to remove sediment. <br /> J. EROSION AND SEDIMENT CONTROL REQUIREMENT #9: <br /> Underground Utility Construction <br /> The construction of underground utility lines shall be subject to the following <br /> criteria: <br /> 1. Every effort shall be made to close utility lines by the end of the day; <br /> CSTAGORD:STORM.ORD(LM9/27/96) <br /> 10 <br />