Laserfiche WebLink
<br /> <br /> <br /> Created: 2022-07-19 16:13:06 [EST] <br />(Supp. No. 20, Update 2) <br /> <br />Page 7 of 10 <br />must be properly contained on site and disposed of off site, not allowed to be carried by runoff into <br />receiving channel or storage sewer system. <br />(2) Hazardous materials: Oil, gasoline, paint and any hazardous substances must be properly stored, <br />including secondary containment, to prevent spill, leaks or other discharge. Restricted access to <br />storage areas must be provided to prevent vandalism. Concrete wash must be limited to a defined area <br />of the site and runoff must be contained within the defined area. Storage of hazardous waste must be <br />in compliance with MPCA regulations. <br />(3) Liquid waste: All non stormwater discharges (concrete truck washout, vehicle washing, maintenance <br />spills, etc.) conducted during the construction activity must comply with the newest version of the <br />state NPDES permit. <br />(4) Sanitary facilities: Adequate on-site sanitary facilities shall be provided in convenient location(s) for all <br />persons who work on the site. <br />(d) Tracking. Each site shall have graveled roads, access drives and parking areas of sufficient width and length <br />to prevent sediment from being tracked onto public or private roadways. Any sediment reaching a public or <br />private road shall be removed by street cleaning before the end of each workday. <br />(e) Drain inlet protection. All storm drain inlets shall be protected during construction with control measures as <br />approved by the city. These devices shall remain in place until final stabilization of the site. A regular <br />inspection and maintenance plan shall be developed and implemented to assure these devices are <br />operational at all times. <br />(f) Site erosion control. <br />(1) Channelized runoff from adjacent areas passing through the site shall be diverted around disturbed <br />areas, if practical. Diverted runoff shall be conveyed in a manner that will not erode the conveyance at <br />receiving channels. All temporary or permanent drainage channels must be stabilized within 24 hours <br />of being connected to a water of the state. Sediment control is required along channel edges to reduce <br />sediment reaching the channel. <br />(2) All activities on the site shall be conducted in a logical sequence to minimize the area of bare soil <br />exposed at any one time. <br />(3) All disturbed ground left inactive for 14 or more days must have temporary or permanent stabilization <br />year round. <br />(4) For sites with more than ten acres disturbed at one time, or if a channel originates in the disturbed <br />area, one or more temporary or permanent sedimentation basins shall be constructed. Each <br />sedimentation basin shall have a surface area of at least one percent of the area draining to the basin <br />and at least three feet of depth and constructed in accordance with accepted design specifications. <br />Sediment shall be removed to maintain a depth of three feet. The basin discharge rate shall also be <br />sufficiently low as to not cause erosion along the discharge channel or the receiving water. <br />(5) Perimeter sediment control measures shall be placed along all down gradient perimeters of the site. If <br />a channel or area of concentrated runoff passes through the site, perimeter sediment control <br />measures shall be placed along the channel edges to reduce sediment reaching the channel. All down <br />gradient perimeter sediment control measures must include a maintenance and inspection schedule. <br />(6) Any soil or dirt storage piles containing more than ten cubic yards of material should not be located <br />within 25 feet from a roadway or drainage channel. If remaining for more than 14 days, they shall be <br />stabilized by mulching vegetative cover, tarps or other means and enclosed with down gradient <br />perimeter sediment controls. Piles which will be in existence for less than 14 days shall be enclosed <br />with perimeter sediment controls.