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MAR-24-2000 10:28 HR GREEN CO. 651 644 2349 P.03/03 <br /> • A similar situation is occurring up at the northwest corner of the plat where 203rd <br /> • Street enters. There will be some grading off of the project site. It will be necessary <br /> to get permission in this area. More detail will be provided when the grading plan is <br /> submitted at a larger scale. It is difficult to tell exactly what is happening in this area <br /> at the under-scale drawing submitted. <br /> ■ At the northwest corner of the plat on Lots 1, 2, and 3, Block 4, the proposed grading <br /> will remove virtually all of the trees in this area. On Lot 3, for instance, the highest <br /> elevation on this lot is 947.2. The house pad shown is a split-walkout with a first floor <br /> elevation of 938, so there is approximately 9 feet of material being removed from that <br /> site. Likewise, on Lot 2 there is approximately 6 to 7 feet of fill being placed to create <br /> a walkout on a relatively flat piece of property. <br /> We would like some direction from the Planning Commission as to how critical to review <br /> some of these situations. <br /> 2. A quick review of the draft soils report provided by GME Consultants indicates that the <br /> soils on Outlot A are suitable for a community on-site septic system. <br /> 3. The developer has revised the lot layout so that Outlot A, where the community septic <br /> system is to be constructed, covers the area near the curve in the road. Directly across <br /> the street from this there is a 30-foot wide corridor for accessing the open space in <br /> Outlot B. <br /> 4. At the south end of the plat adjacent to Preserve Estates, there is also a 20-foot wide <br /> corridor to provide access to the open space. <br /> • <br /> if you have any questions regarding these comments, please call. <br /> Sincerely. <br /> Howard R. Green Company <br /> Terry J. Maurer, P.E. <br /> TJM:tw <br /> • <br /> 0:lproj1808960J1024011tr 3-24-00 Hark ®ward R.Green Company <br /> CONSULTING ENGINEERS <br /> TOTAL P.03 <br />