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� ; <br /> , � <br /> Mar 26 14 03:24p p• 2 <br /> In our opinion; the observed foUndation stress; is primarily due to a loss of soi!bearing capacity <br /> related to frozen soils during winter constructfon, and to a lesser degree, IateraJ earth pressure of <br /> the foundation backfll. The obserued foundation stress cracks are not severe and generally <br /> cosmetic; therefore, we woufd not anticipate a compromise of the overal! structural integrity of the <br /> structure. Stress as observed at the south wall, if deterrnined to be in an advancing stage, could be <br /> arrested by an underpinning and/ar core-fitl operation. <br /> Our observations and subsequent evaluatian an this date is limited in scope to conditions observed <br /> at the interior 4f the building foundation. Also, we were unable to assess subgrade soil conditions, <br /> tlue to the level of buildfng completion, and frost within soiis surrounding #he structure. <br /> Sincerely; <br /> Itco Allied Eng�neering Company Reviewed By: <br /> ��/�� � � �`^�c_.,--��•---� '%���` 'fi-�-"'"� <br /> -t� s . . <br /> Gary Standish Robert P. Sullentrop, P.E. <br /> Senior Inspector Minnesota Reg. # 17823 <br /> CC: City of Orono Building Inspections <br /> 701 - 1 1 #fi�5- 1 1 ! #610- %4 /#3a4/(0) DCP/ #612-53 <br /> � s'�9�'�/��S/-� -��S p��nr,d� �,r /n-�N��' CR'1"`.Gc'�j <br /> s�o��� Tv � ✓ t�++ <br /> -r-- r 9 J i- !/�4/L� �l-�.� /I�l��1�i�7 <br /> QJ� � Q d�lr✓J�" E!J �C'�T. �5� G✓�3 <br /> _ . !wrT ��e-`1:�a- (i✓'c�� � N� /1'�A/i'C �¢1f'TLI/�(�y�� <br /> f-1 c; �"c:�z s —��J <br /> y Z-/`� <br />