1600 W MARINE VIEW DR 2016-01-01 MF Import

, ' ' 1 1 ' 1 1 ' 1 1 ' 1 � � , ' ' Ju�y 30, t997 HWA Projax No. 96028 DetWed uielyei� of the 6que8�cdon poteMW at the projeCt iue u ouaide t6e �oope af our woti5 however. b�ead oa the SPT N-valuea ma�urod dutini au m�lo�o� P�. � is our opinian tlut liqu�ion pota�l �t the projact eite it reladveiy low, with tLe c:ception of the very loose to loose a�duated e�ndy zoees within the imdoa�a�ea�ed ml aod/or qtwrira depodet. Uee of pile foundatioes extadio� below the li4oe5abk de�ts wn7l tead to nudgate advane �bcts of a GqueBction eveot at the site. 5.2 YILERWImATiot�is s.z.i n�,ii. ru.m�, Beaed on the anticapaced wil condiaoro at the aite, oonmuc�bility. �nd otha SCton. driven �pen-ad �teel P�Pe P�B ��Y J� P�� C0�° � sPP� to be the most viable foundation options for t6e ProPoxd P�� +�0� P�� m�orage �itY, and g�ogvvaY system. Preliminacy an�lyres wa�e pafocmed W wdu�te a�dal ud lateral capacitia of 12-inch di�meter open-eod sted pipe �ad Preast o�l concxete pila. The raults m ditcuaaed below. ,lxiol Copo�ia _ nx;v cap.cipe� of ls-inc6 aiamecer opa�-ma.ted pipe+od p�ea�t octagonal concrete pila aroro estinuted, a�awniag �nirtwm pik embedmeots of S aod 10 feet iMo the gluadty comofidated metaial underlying the undoaunaaad Sll �nd � depoaiu for the mooring uid foundationa piles. ra�ivdY. The mimrtr�m embedment depths were sdaxed besed on the roailts of ow LPILE nnalyeia, ditcu�ed bdow, ac6 that adequate passive resiatana nar the bottoms of the piles ia providad w6m tbe pik� are subjected to Isteral loads. Based on the selected pile anbcdments, prdiminuy a1low�t►le a�rial pile capacitia wae estimated, and are Prwented in Table 1. The rccommended dlowable capaada u►ck�de factors of safety of approximately 2.5 and 1.5 for ndal compresaion and udal tmtioq respectively. ' 96018RF.DOC Horio Wa�r � Aaeoct�rrs. H+c.