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Di•cember 15. 1992 14 923-1789 <br />Permanent fill slopes should be stable a <br />fills are constructed in accordance wilh <br />permanent drainage provisions presenl <br />G. USG Or THIS RCPORT <br />t grades of 21I:1V (horizonlal to vertical) provided lhc <br />our recommendalions and Ihe recommended <br />ed in Seclion 5.8 arc implemented. <br />This rcport has bccn prcpared exclusivcly for lhe usc of Schncider Flomes Inc. and lheir <br />consullanls (or specific applicalion lo this projecL Once the proposed sile development plans <br />are linal, we should be cantacted lo review our condusions and recommendalions. <br />This sludy tvas performed in general accardance wilh locally accepted geolechnical <br />engineerin� praclice lo provide informalion for lhe area explored. There ure possible <br />vari�tions in the subsurface condilions bchvicen Ihc exploralion areas and in lhe groundtvalcr <br />conditions wilh lime. We recommend Ihat a contingency for unanticipated condilions be <br />included in Ihe conslruction schedule and budget. I�urlher we reconunend thal Golder <br />Associates Inc. be relained lo per(orm monitoring and lesling during construclion to confirm <br />Ihe condilions indicated by the explorations ancUor providc�' corrective recommendalions <br />adaptcd to the candilions revmled during Ihe work. <br />Il has becn a plcasure to provide our consullin� scrviccs and �vc look fonvard to working <br />with you as Ihis projecl devclops. Wc are available lo answer any qucslions you may have <br />concerning this report or lo discuss our recommendalions wilh you. <br />Sinccrcly, <br />GOLDGR ASSOCIATGS INC. <br />��' � � /�f.s11 <br />Associale <br />���.���- <br />a��,���t ►.. r�i���», i�.e. <br />n55o��,�� <br />Brw�ccwa�r��„�� <br />Atlacl,n,ents <br />Golder Associales <br />