Laserfiche WebLink
%R . _:. ... . _ . . . ._ . ` _ 1 . ' P��swMa��"4 �A W"'3�a¢ t '. 4 {'. <br /> ��!� +�, A�c �r',,.�"_,.��..��°�"+n..�'� ``�---+^..,1.v. - � ._.5�,� �. ,f _ I _Y"w�` —F— �'g'"� '«`�'�1T'z'"j�+"ti.jJ° <br /> __. � .�'i�tC�R.�":rf;.,s::/P .i&:Y.L�.�44��.'�, r'w_ e "W�•.��`. ±_! <br /> 05-10/96 1.:1�3 F:1S �06 861 6050 GEGE\GI\EERS �001 <br /> Dally Homes <br /> Ma;ch 13, 1996 <br /> Page 2 <br /> We reCommend that the west slur.:Ue periodically evaluated until vegetation hu been well <br /> established. 5ome minor sloughing should be expected ia the longer slope areas. The risk of <br /> future sloughing and erosion can be reduced by planimg deep•rooted v�:getation and(or covering <br /> ihe area with matzing. Numeroas products aze available to cover the ex�:osed areas induding jute <br /> matting, excelsior matting, woven straw matting, synt�ccic fiber m:tting, seed impragnated <br /> sheeting and sprayed fibers. We can provide further assistance ia sele�;ting a suitable product if <br /> you d�ire. Alternatively, the slope can be regradecl to a 2H:1V inclination. <br /> We undPrstaad that Ihe concrete piers suppo:civg the deck aze ap.proximately 12 feet long <br /> with a minimum embedmeat of about 5 feet into the dense nazive seils. Based o❑ this <br /> conFiguration, they Should pmvide adequate support for the deck even if minor sloughing uccurs <br /> on the slope face, Theretvre, it is our opinion [hat although some isolaced sloughing of the slope <br /> may occur, there is relatively low risk of instability to the deck. <br /> . O . <br /> We uvst tt:at this letter satisfies your cunent needs. Ylease call if you have any questions <br /> or if you neec4 additional information. <br /> Yours very w1y, <br /> GeoEngiueer's, Inc. <br /> � c � �=� <br /> Debra C. Overbay, P.�. <br /> Project Engineer <br /> '�}"�`�,,...-..�_�^� %?'"�`'""'" <br /> /�_r 7on W. Koloski <br /> �� Principal <br /> oc�.nvF::ao <br /> Dacument ID: 1794007.44a <br /> O u o B n Q i n c e r e Fdc No. 1794A07•R0: � <br />