Laserfiche WebLink
� PC Exhibit A <br /> Description of Request—UPDATED MAY 9, 2012 <br /> 790 N. Brown Road <br /> In response to the Planning Commission's questions and suggestion in the March 19tn <br /> meeting, I have attached a soil report dated April 30th (the "Report") from Carl Anderson, P.E., <br /> P.G., a licensed professional engineer and licensed professional geoscientist with experience in <br /> municipal zoning issues related to erosion. Based upon the field survey and drilling of multiple <br /> test probes on and immediately below the driveway bed, this Report summarizes "that existing <br /> soils at this site have sufFicient stability to allow construction of a home at the site indicated on <br /> the Gronberg and Associates survey without the risk of any material soil erosion." <br /> The Report also finds: <br /> ■ "Below the topsoil, the lean clay become increasingly stiff with depth and can be <br /> expected to provide adequate soil bearing capacity for single family residential <br /> dwelling footings, designed for clay." <br /> ■ "There was also no evidence of any erosion on or near the driveway bed. The <br /> fact that the driveway bed has shown no signs of erosion in over a century adds <br /> support to the conclusion of this analysis that the soils at this site have sufficient � <br /> stability to allow construction of a home at the site indicated on the Gronberg <br /> and Associates survey." <br /> ■ "The proposed location of a walkout structure on the Gronberg survey is well <br /> situated to minimize required grading and take advantage of the steady and <br /> gradual slope above the bluff line and to position the rear wall of the foundation <br /> just above the stable "shelf' created by the construction of a driveway bed more <br /> than a century ago." � <br /> ■ "Given the unique contour created by the construction of the driveway bed, <br /> positioning the structure further away from the bluff zone may actually create a <br /> greater potential for erosion of soil above the driveway bed. Positioning the <br /> structure immediately above the driveway bed "shelf" appears to be the most <br /> stable position for a structure near the allowed. building envelope in the <br /> Gronberg survejr. Having a relatively flat and demonstrably stable 15 foot wide <br /> area immediately behind the proposed structure alleviates concerns over <br /> erosion immediately behind the structure." <br />. ■ "The large number mature and developing trees add significant stability to the <br /> soil below the driveway, mitigating potential concerns over erosion." .. <br /> ■ "the slope of the hill immediately below the top of the bluff line near the <br /> location of the proposed structure is significantly less than the 30% slope � <br />