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tilling progresses up the side slopes, thc ncw fill should be notched into the side slopes to <br /> structurallv tie the new fill into the mcdium dense native sedimenis. <br /> The new fill slopes should bc limited to a maximum slopc inclination of 2H:1 V. Vegetation <br /> should Ue cstablishcd as soon after fill as possible. It may bc nccessary to temporarily cover the <br /> fill slopes with plastic sheeting to ptovide erosion protcction during construction until the <br /> vegetation process can occur. <br /> Wc trust that this information will aid with thc successful devclopment of your property. If thcre <br /> a�e qucstions, please contacl us. <br /> Sinccrely, <br /> Datternia�m Geotechnical Consulting, pllc <br /> �.1).4'f T/:! <br /> C�Q,�-�yv lt•� 'r, ���i�/. <br /> .�e H�) ��ni�'�.lyv. <br /> .] �-- <br /> � ' <br /> � <br /> h '�� i <br /> 9G27 <br /> ��,5 ";�.;�lrytn�C' i <br /> �5��).\'�U.E`` <br /> F;cPIRFS 17 78- <br /> Jamcy S. 13attcrtnann, PE, LG <br /> "` «���"TM� �cs� �y , y, i <br /> �`` 7a,� IR ' <br /> , i `<i3Rcry,. ..,.k+�+� , , _, . � .. , .. . ,:.. .H.. . . . <br /> BGC, PLLC 14267 209'" Avenue NE Woodimille, WA 98077 (425) 273-5062 1 ��d � j <br /> \ ���� � <br /> � <br />