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Mr. Paul Svomme <br />Page 2 <br />February 17, 1993 <br />sy�� \ <br />` \ ' o� <br />� � <br />�\ <br />� <br />Excavated suil will be wasted oftsite or stored then compacted beneath the driveway. For <br />structural purposes, you may assume that bearing eapacily for either the hardpan ot the lean <br />mix is at least 8 laf. <br />In the event that you want me to inspect the earthwork to verify compliance with these <br />recommendations, please let me know a Cew days ahead. <br />Yours very trul� <br />�� "' V <br />uafies Eaton,. . <br />32-9471 e;.�`,�:-_=_;i�;-; <br />t` � . �: .. �, .. <br />.� <br />JE/me�`/7q'1„ /,".� � `. <br />� r � <br />r I ' <br />'ii. 1 � �. i... <br />,� �. �� % <br />,i,.: , _:.!'r _ <br />.;`` ' <br />G,..�FES/%•� <br />� <br />