Laserfiche WebLink
1 2. Alterations must be designed and conducted in a manner that ensures only the <br /> 2 smallest amount of bare ground is exposed for the shortest time possible; <br /> 3 3. Mulches or similar materials must be used,where necessary,for temporary bare <br /> 4 soil coverage, and a permanent vegetation cover must be established as soon as <br /> 5 possible; <br /> 6 4. Methods to minimize soil erosion and to trap sediments before they reach any <br /> 7 surface water feature must be used; <br /> 8 5. Altered areas must be stabilized to acceptable erosion control standards <br /> 9 consistent with the field office technical guides of the local soil and water <br /> 10 conservation districts and the United States Soil Conservation Service; <br /> 11 6. Fill or excavated material must not be placed in a manner that creates an unstable <br /> 12 slope; <br /> 13 7. Plans to place fill or excavated material on steep slopes must be reviewed by <br /> 14 qualified professionals for continued slope stability and must not create finished <br /> 15 slopes of 30 percent or greater; <br /> 16 8. Fill or excavated material must not be placed in bluff impact zones; <br /> 17 9. Any alterations below the ordinary high water level of public waters must first be <br /> 18 authorized by the commissioner under Minn. Stats. § 103G.245; <br /> 19 10. Alterations of topography must only be allowed if they are accessory to permitted <br /> 20 or conditional uses and do not adversely affect adjacent or nearby properties; <br /> 21 and <br /> 22 11. Placement of natural rock rip-rap, including associated grading of the shoreline <br /> 23 and placement of a filter blanket, is permitted if the finished slope does not <br /> 24 exceed three feet horizontal to one foot vertical,the landward extent of the rip- <br /> 25 rap is within ten feet of the ordinary high water level, and the height of the rip- <br /> 26 rap above the ordinary high water level does not exceed three feet. <br /> 27 e. Connections to public waters. Excavations where the intended purpose is connection <br /> 28 to a public water, such as boat slips, canals, lagoons, and harbors, must be controlled <br /> 29 by local shoreland controls. Permission for excavations may be given only after the <br /> 30 commissioner has approved the proposed connection to public waters. <br /> 31 (3) Placement and design of roads, driveways, and parking areas. <br /> 32 a. Public and private roads and parking areas must be designed to take advantage of <br /> 33 natural vegetation and topography to achieve maximum screening from view from <br /> 34 public waters. Documentation must be provided by a qualified individual that all roads <br /> 35 and parking areas are designed and constructed to minimize and control erosion to <br /> 36 public waters consistent with the field office technical guides of the local soil and water <br /> 37 conservation district, or other applicable technical materials. <br /> 38 b. Roads, driveways, and parking areas must meet structure setbacks and must not be <br /> 39 placed within bluff and shore impact zones, when other reasonable and feasible <br /> 40 placement alternatives exist. If no alternatives exist, they may be placed within these <br /> 41 areas,and must be designed to minimize adverse impacts. <br /> 42 C. Public and private watercraft access ramps,approach roads,and access-related parking <br /> 43 areas may be placed within shore impact zones provided the vegetative screening and <br /> 44 erosion control conditions of this section are met. For private facilities,the grading and <br /> 45 filling provisions of subsection (g)(2) of this section must be met. <br /> 46 (4) Stormwater management. The following general and specific standards shall apply: <br /> 47 a. General standards: <br /> Page 140 of 160 <br />