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elope area, build a <br />len refill the bank to <br />ng becomes invisible <br />B steeper slope to be <br />n order to construct <br />lasted and stock piled <br />cern. There would be <br />-vegetation period as <br />expensive due to the <br />low for a relatively <br />rade. <br />system results in a <br />f parallel horizontal <br />:al fabric, which acts <br />soil. The amount of <br />ong-term effects are <br />, as are the greater <br />ng wall system, with <br />planting of landscape <br />a major visual impact <br />installations on the <br />:reened so as to be <br />;tion and design, this <br />lity. The potential <br />I would be relatively <br />ht retaining wall at <br />e slope from the base <br />omewhat flatter than <br />s option would be to <br />0 that the slope fr n <br />3 desired. Obviously, <br />ter the visual impact <br />^ases as the height of <br />1 long-term effects on <br />3ns B and C. <br />••• <br />Zoning File 11223 March 8, 1988 Page :> of 8 <br />P. This is the applicant's original proposal to create a 6-i* deep <br />excavation, which would allow for the desired 2il slopes <br />along the tajor portion of the lakeshore and would decrease the weight <br />of soil tending to cause the slumping effect that occurred in 1987. <br />Ho%rever, with the deep cut proposed, the visual isipact from the lake <br />would be significant. The short term surface erosion potential would <br />be relatively high due to the large surface area exposed with no <br />vegetation. Once the re-vegetation is complete, the long term impact <br />on lake water quality would be no better and no worse than the <br />BMjority of methods proposed. Again, the pris>ary environmental impact <br />of this option would be the visual impact of creating an unnatural <br />topography along what exists as a relatively uniform lakeshore bank in <br />the neighborhood, as is shown on the photos submitted by applicant. <br />The copies of that photo show the relative magnitude of the original <br />and revised proposals. <br />G. This is the applicant's revised proposal that suggests excavation <br />of about half of the lakeshore lawn area to a depth of 3* below <br />existing surface, which would then allow a lessei slope down to the <br />lake. Again, the short-term potential impact for surface erosion is <br />somewhat greater because a greater area of ground will be disturbed <br />and remain unvegetated for a period of time.^ The visual impact from <br />the lake will be not nearly as severe as the original proposal, as can <br />be compared using the two photos. I would suggest that you compare <br />Option G with Option E. Essentially they accomplish the same purpose, <br />with the advantages of Option G being that the stability may be <br />enhanced slightly due to 3' less of overburden uphill from the slope, <br />and the visual impact of Option G may be somewhat less obtrusive given <br />the additional distance of the wall face (in this case it is the <br />basement fo>ndation wall rather than a retaining wall) from the <br />shoreline. <br />in.’4f ? <br />‘ - r r ' Ai '/fj / r 71 A.*• 1 r . <br />' ! « Lm ^ <br />mm <br />'^'1 <br />'Ai- <br />W: <br />IHi <br />■ , <br />tisi.