Laserfiche WebLink
C <br />Narmon 3 Associates <br />15 April 1985 <br />w-r,�45 <br />Pa9e 9 <br />entails the risk of possible significant differential settlement in the future. <br />As a minimum. the "floated" region should be overexcavated two feet and replaced <br />with structural fill compacted to 90 percent (ASTM:D 1557) before placing a <br />pavement section.. <br />6.0 CLOSURE <br />The conclusions and recommehdations presented in this report are based in part on <br />field explorations undertaken for this study. It is our� opinion that the <br />property is well-suited for development as we understand it, provided the <br />recommendations oulined herein are followed. Site preparation should include <br />removal of organic-rich material and existing fills. Buildings supported by <br />conventional spread footings may be placed upon either undisturbed naturai <br />glacial till or structural fill placed as outlined herein. The southwest <br />building would need to be relocated in order to take advanta9e of more favorable <br />conditions and allow the use of shallow spread footings for the south end. We <br />encourage care be"-taken to avoid disturbance of bearing soils duriny <br />wnstructionr especially during wet weather. Finally, we anticipate findin9s in <br />this report to reflect conditions encountered during construr,�ion. Hawever. the <br />nature of geotechnical engineering requires extrapolation batween explorations. <br />and variations may become evident during construction. If soil or water <br />conditions are encountered which cause concern or are not discussed in this <br />report. we should be contacted to determine if additional or alternative <br />recommendations are required. We are available for any necessary consultation, <br />desiyn review, and construction observation se^vices. If you have any questions <br />regarding this report, please do not hesitate to contact us. <br />Respectfully submitted; <br />RITTENHJUSE-ZEMAN � ASSOCIATES, INC. <br />Scott Kindred. Engineering Geoloyist _ <br />Es���� � — <br />Frank W. Pita. P.E.. P.�. <br />W. <br />�� `W- + ��� , <br />^ �� z <br />N Q' <br />W <br />� 1� oW <br />� �0 96 P�' � � <br />i e C/STE ta � <br />'�ss� o N � � �',A'V� <br />