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NOV-09-98 MON 01 ;34 PM MARKETFORCE FAX N0. 612 912 9494 P, 04 <br /> Mcn7orandunl <br /> Page 3 of 3 <br /> 8. Generally, foundation walls'appear ta be in goad conditian�vith little k�owing. <br /> 9. Corrective measures will be reauired in order to support a second floor additidn as <br /> follows (the sub letters match the abo�e-described conditions}: <br /> a. Excavate to footing. iln�erpin footing to provide 2 foot wide faoting continuo�s. <br /> Reinfbrce 8" masorrry foundation wat! with#5 ve�tical @ 32" filled wish �rouc at <br /> reinFoccing. . <br /> b,c,d. Excavate and provide und�rpinr�in�, to frpst depth of 42" � feet wide if load <br /> bearin�. I£not load bearin�, no cc�rreetiv� measures are requized. <br /> e,i,�. No regairs �rv rec�uir�d. <br /> f,�,h YJnderpin�vith 2 fooi wide footing to frost c�epth of 42", <br /> 10, General corrective measures include: <br /> a. Regrading to provacie positiv� drainage a�ray from foundation walls the entire <br /> perim�ker of housE. <br /> b, Ensure that grade is at least S" below top of foundation. <br /> 1�. A beam ec�tumn system will be needed alo�g the street side entrance �al1 to carry load <br /> from the secQnd flor�r. C.c��ective measures will nc�t be needet! �lon� this w�.11. A <br /> column and column Footing wi11 need to be installec� ncar the center o� the span for <br /> support (in the vi�inity of the cistern). <br /> 12, A cistern was discovcred under thc street side eritranca with sev�re erosion creating a <br /> large eavity o�rtside �s wcll as the interior of the cistern, This cistern should be ��lled <br /> with coarse granular matex�al for safet�y reasQras, <br /> 13. These corrective measur�s are general in natuCe but adeq«ate �'or estimatirig purpus�s t� <br /> g�t th� �rcjact starte�. <br /> 14. 7,T-T. Dah�meier Engineering inc. is ava.ilable to provide additional engina�ring for <br /> construction. <br /> Gc: �rucelCity o�'Orono � <br />