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r <br /> July 18, 2005 <br /> To: Pluuung Cominission and City Council <br /> Re; 3165 Narth Shore Dr <br /> File#OS- 3135 <br /> This proposal involves an extreme amount of fill. The entire basement is completely <br /> above original grade and fill is piled up to create a walkout. A large portion of the lot gets 8-10 <br /> ft of fill until finally the far side of the circular drivewa.y totiches back to grade. Large quantities <br /> of run off get pushed toward the property lines. <br /> On the north side the house is placed as closely as possible to a 90 degree h,un in the <br /> property line. Storm sewer and berms are proposed to catch the water and deliver it directly to <br /> the lake. <br /> 1. When these drains are plugged or frozen there is no overflow swale, and it would be <br /> difficult to get the water to make a sharp left tlun at tlus point if a swale were <br /> provided. <br /> 2. The storm sewer dumps directly to the lake instead of stopping at the 75 foot setback. <br /> 3. There seems to be little to catch the water comulg down from the circular driveway <br /> and steer it toward the catch basins. <br /> On the south side the drainage appears be directed over the top of a retaining wall. <br /> The huge pile of fill will be difficult to contain during construction. Especially if it rains. <br /> I think the project might be do able if: <br /> 1. The house is inoved about 20 feet fiirther back from the lake <br /> 2. Fill decreased from 8-10 feet to 2-4 feet <br /> 3. Hardcover is decreased. <br /> 4. Overflow swales are designed in <br /> 5. Storm sewer exits at least 75' from the lake <br /> However, I would want to review the revised drainage plan before 1ny approval. <br /> Bruce Vang <br /> Building Inspector <br />