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Od 03 O7,Q921p Paul Schimnowski 851-77�7114 p.2 <br /> 2R70 Little Orchard Way,Orono,Minnesota <br /> October 3,2007 <br /> Pagc 2 <br /> - .Allowable sail bearing capacity= 1,500 psf <br /> - No external surcharge loading behind walls <br /> - Slope aa bottom=3:1; Siope at top= 10:1 <br /> - Iv�inimuni embc�dment deptht=6" <br /> - k3oulder Type:24=36"(base Cowses); 18"-30�(mid-at�d upper cout's�c);r�ctainit�$wall spaci�e <br /> bouldcrs <br /> - Goo��mthetic Fabric Type:NA <br /> D"+rect ali�urface drainage away from thc waq. The wa11 d�sign was performed uaing the design <br /> guidel'�nes px�er�Uod in the se�cond edition ofthe"Aesign Maaaal for Segmcr�tal Retaining Walls" <br /> (UMSRW)published by NC[V1A in 1996. If soil oonditions,proposed wa111ayouts,or ot�cc desiR�► <br /> parameters v3ty from t6at assun'►ed,a tc'vt9ed analysis may be accded. Plr.ase call me if you have aa;y <br /> questions or n�ed more unfocmation. Thank you. <br /> Sinceroly. <br /> r: <br /> r ,`�l,.'` , ' /� .. <br /> , J.�.:, �� _r. . <br /> � -- <br /> Pau!Schimnaws�Ci,PE <br /> MN dl401.26 <br /> KBH Coosulting.lnc. <br /> 161 Dambsr Way.Suitc 110 <br /> Ma6tomedi,MN 551 I S <br /> (651)979-7700 <br />