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03-21-1988 Planning Packet
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03-21-1988 Planning Packet
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applicant asked the City to <br />n light of what seems to be <br />In fact, on at least one <br />1 approved a cut to create a <br />originally proposed. A photo <br />operty indicates that such a <br />letracting from the natural <br />Bts that a 3’ deep excavation <br />/e a beneficial effect on the <br />to other methods. Staff has <br />d quantify the valid public <br />ject. To this end, staff has <br />to assess the visual and <br />:oration methods available for <br />t assessment process. <br />i? Certainly, environmental <br />onmental Plan section of the <br />Sts that the visual impact of <br />other properties is a valid <br />for lake water quality. The <br />lot necessarily a valid public <br />rn if such a project that has <br />lOt be feasibily completed due <br />f owner. I am not sugges^'ing <br />•ation, but am suggesting chat <br />lowner into the most expensive <br />ids are available that will <br />ods for restoration of the <br />'e been discussed to a certain <br />I, and each of which has both <br />perty owner and the public in <br />principals that apply to each <br />tolling File 11223 March 6, 19tt Page 1 of • <br />A) In general, a 2il slopo (50% slop* or 1’ vertical drop for every <br />2' of horiiontal distance) is considered as adequate for stabilising <br />the slope in the clayey soil types present. <br />B) If site factors make it unfeasible to create a continuous 2tl <br />elope, then artificial structuel methods must be employed to provide <br />adequate stability. These would appear to fall into two catagoriesx <br />1. Providing the bank with interior stability so that steeper <br />slopes can be created that wi 11 have less of a tendency to fail. <br />OR <br />2. Providing exterior vertical support, such as retaining walls, <br />that will allow the removal of excess overburden soil so that <br />shorter lengths of flatter slopes can be employed. <br />In either case the goal is to decrease the ability of the soil to move <br />sideways as a result of forces from abov.< it. <br />A brief description of the nine options considered by staff is as <br />follows: <br />A. Backfill and grade the existing bank to a uniform slope with no <br />stabilization measures. This would result in about a 1.4:1 slope <br />which would have stability characteristica no better than what <br />originally existed, if not worse because there would be disturbed soil <br />in place of what was natural soil originally. This method would <br />likely have little visual impact from the lake, but would be <br />relatively troublesome for the re-establishment of vegetation. The <br />short term potential impacts on lake water quality would be relatively <br />low compared to other methods, pr'»'uming that the prime short term <br />concern is the area of vegetated surface that will be laid bare for a <br />period of time and subject to surface erosion. Note that use of <br />proper erosion control methods (silt fence, hay bales, seed mesh, <br />etc.) with each of the nine options will make the actual short-term <br />impact relatively equal for all the options. <br />mm..Tj.-i'--’/" ; Vl-f-: r. ■ <br />iv - ' <br />^:m.
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