5923 3RD DR W 2018-01-02 MF Import

GU4):IhIIIPPPJ 237 Elm Street Everett, Washington Building Setoack Conditions Hanabrook Development Divisions III and TV Everett, Washington File No. 2671W05-R06 The purpose of this letter is to outline reduced building setback conditions for location of homes at the tops of slopes on Divisions III and IV of the Hanabrook Development in Everett, Washington. This has been discussed with Mr. Randy Clark of Select Homes, Mr. Pat McCourt slopes on Divisions III and IV were constructed with structural fill consisting of on -site granular soils under full-time monitorinn of a modified individual from our firm. The structural fill is keyed into existing firm native soils and fill placed to achieve the final slope grades has been properly benched into existing native materials and compacted to 95 percent of MDD (maximum dry density) according to the specifications of the ASTM D-1557 test procedure. In addition, the matting and hydroseeded for erosion protection. In our opinion, where slopes have been placed, compacted, graded, and described above, the minimum building setback distance can be reduced to 10 feet.