1001 W CASINO RD BASE FILE 2018-01-01 MF Import

Auguet 1 , 1989 Project No. 8906-26G II. DEBIGN RECOlII7END11TION8 5_0 INTRODUCTION Baeed on our exploratione, it appeara that the eubject property ie auitable , from a geotechnical etandpoint , for the proposed development , provided the recommendations contained herein are followed. Bearing etrata, conaietinq of the Vaehon lodgee�ent till and ablation drift (Unita 2 and 3) were encountered at deptha ranging from 1 to 8 feet below existinq ground aurface. Generally , the bearing atratum wae encountered at relatively ehallow depthe around the perimeter of the aite and deepened towarda the central portion of the parcel. 3ee Figure 1 , 91te and Exploration Plan for depth to bearing in each of the exploration pito. Where the bearinq atratum ia ahallow, a typical epread footing foundation syetem may be uaed. Where the bearinq atratum ia deeper, a deepened foundation syetem will be neceseary to tranemit the foundation loada through the onaite fill material and into the underlying medi.um denae to denae, natural aedimenta. This deepened foundation eyatem may include the uae of extended footinge, concrete trenchea, rock trenchea, or drilled piere. Dependinq on encountered conditione at each building eite, it may be necessary to combine ehallow and deep foundation syeteme. 6_0 9ITE PREPARATION Old foundatione presently on the aite which are under building areae or not part of future plana ehould be removed. Any buried utilities ehould be also removed or relocated if they are under building areas . The reaulting depreesiona ehould be backfilled with atructural fill ae diacuased under 3ection 7.0, 3tructural Fill . Site preparation of planned building and roadway areas should include removal of all treee , brueh , debria and any other deleterioua material . Additionally, the upper orqanic topeoil ehould be removed and the remaining roota grubbed. Where ahallow apread footinge will be used, all fill and looee material ehould be etripped down to the underlying in-place medium denae or dense sedimenta . If , during etripping , areae of soft aubgrade are encountered, theae areas ahould be overexcavated and backfilled with etructural fill. The natural sediments encountered under the topaoil and/or fill materials are generally firm and well-suited to the propoeed conetruction. However, both the natural eedimente and the onaite fill material contain a high percentage of fine-grained material which makes them moiature-aenaitive and eubject to dieturbance when wet. The contractor muet use care during eite preparation and 6 �