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Mr.Dsve Pigoa <br />September30, (996 <br />Optiona. 6or pile foundadans include P�Pe P��, driUed pie�, and augeeeast p(lra. Ragardlaa• of p�e <br />cype, each pile s6ould havn a minimum embedment depth. of Eour Cat 4no N�e deroe naHva aoa. You <br />shwld andcipate piedpf(e lengths oC l l to l8 &et below exGtieg giade on Lots 1 end 2 aad six•to <br />dghtYletou Lat S. . ' <br />'� <br />Four-usch diameoer Schedule 40 eteel pipe pila with a minimuQi well tkticknaa af 025 inehes would <br />be a sutmble foimdatioa system for the proposed structiues_ All Pipe Piie� s6ould be dciven thmugh <br />ttie 51I end wftwiL.00 �eRiul into deme native ao�7 �utna a6J0 to 850 pound hydraulic hemmec Plle <br />reCu�al ai�ould bccoasidemd an p�7e displaament of Irss flien one inch in IS ro ZO uconds oi driviwg <br />uod'eco�m�ous impactload itom the hydcwlirhemme - <br />An alimwble axislpilb capecity oftm kips may btuaad fordeai8n PucPoxs• This velue aseuma that <br />'thapUes e�e apeced et leatt Four pile diemetas• apnrt. Became of the looae oryanic Hlls.'be lateial <br />loed..eapecity uf thn+e pilea should 6e asswned m, be uw: Bottered ppex ehould be used m resist <br />�tnalloadin�witeterequieed. , , <br />�,-,- -- , _ <br />�s^';::" : �: ,'�— . . : . . <br />:LBtoonhactorahnuld 6e prep�ced rt� dr[vr t6e pile deeper iftlte retGwl crite�{a dweribed ebove Is not <br />n,.,.. , . <br />m,� nidE �s lo�sand pieasof wdodmay lx ertconuteeed u�aing tremlletion of pipe pttea. If <br />�i�¢'r �• . :-: = . • - <br />acc�; t�e o�teuction: eae be e�savated and removai" ar We pilt cair Ix moved and m-drivm in <br />7�r';rk—n,..., -� . . <br />��a��p..��0'f[OID.tI1C8Q1iCttl[lIl�{1IE�G .. . . . <br />.�'�'`�^ „•, � �'��� `' y. ' :. � ' : . .� ' . . � ' <br />_ �: 3 i `� t <br />-JL�. ':'�QEfiO{�,... - . _ . . . <br />.�/J �.�"v�(w-������ �.�� . . . ... � <br />�. %-�' :. -'��1kBledqieisw�.�teininn� diimeteroPl2 Inches•exteaaiu� w adepth ofatlwt four Beet inW fum <br />_.,- ._ .. <br />'r : .�a �. � . ... _ . . . . � . <br />_ ntl�s ao�. belawR ihe 6ll Iootfmn� may be dnigued. ibr ea axiel capaciry of 3a kfps �nd a lateral <br />, ,.�.� . .: . : . _ _; . <br />� :;. pipcRy oFO:Z Idps: i'he piat ihoWd be piovidcd. vrith eeeet ieinEo�semmt ia eccotdms� w[th <br />• . ; �+�c�l iaquicemems. . . : . . . .. _ - <br />- �` -Dis •eo the gmundweter end eeving caiuGKms obeetve� dn1[ed pteca will L7rely �equice cating to <br />- mrinmi¢ opan holea. diainB.eoastrvcdoQ. As�ea� aiteimaHve. We ptees can be c�nanvcted uvag <br />eugecceatmelhodt. I)niga critecia foreugesaet ptks wouldlie the seme as forddIIed piers. <br />� <br />. Sproad. � BtininB auppoct an e compaeted cnuhed mek reP�acinB �xiat1oB fNs ean be <br />-�eostaned',focart ellmvablebeeiiea mpactty of3,Q00 pnunda peraquue foot(pn�. ForehoR-terrn <br />rtsositoty lo��ioa, a aoo-thitd increax in Uris eapacity can be uxd For taisang leteral [oadIn� a <br />boe6iaiortea�dmtof0.4c�br�ed. � <br />�,.:s.•..: _• ... .. �. . .. . . . <br />Pmjecc No. T-3Z67-L <br />Paee Na. 3 <br />� <br />S <br />� <br />