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V <br />'t':' .. <br />Mr. Dave Pigott ' <br />Sepmmber 30, 1996 <br />Optlons. �c pile W�mdadons include pipe piles, dcilied: pie», eod augee�t pUa. Regudim• of p�e <br />type, each pile should havn a minfmum embedment depth of ffour fat (rtto tlie dane neNve sofl. You <br />dwuld andcipate ptedpfle lengths of 11 w 18 feet below exGting g�ade oa Lob 1 ead 2 ead six•to <br />, . <br />etgfitC ecoa Lat 5 . <br />�� . <br />Four-inch di�eoer Sc6edule 40 soeel pipa pila with a m¢dmum wall Uricknc� of 025 inehes would <br />br a auimble Co�mdation sysoem foc the pcoposed stcucUues. All pipe ptia ahould be drivan theaugh <br />dte fill nnd wR aoiu to teRwl into dense oative ro�7 usina L610 to SSO pound irydeaulic Bemmx P(le <br />reCu�a[ ahould brcooaidered a+ p�7e d'isplaceme� of l�s diea one inch la [ S to ZO aeconds of driving <br />md'ar eaatSwous impaccload @om the hydroulirhemmec. - <br />An dlow�ble axiel p�b capaciry of ten kips mty ba ueed for daigit pucpo�a. Thit value sssumes that <br />1ha pilea are spaccd �t least four pile diametas �parC Because of the laose oq{anie Blls, the lateeal <br />load. apaetty cf these pilea altould 6e sssumed to, be am: B�tDeced piln siwuld be vaed to rcaist <br />6tenl[oadtn�wBeeeaquited. . • <br />ry.�, � _ - . <br />� =--:�.T'. _ . . . . , . <br />t .._..•: ; ;'. <br />;1Aeauhactorehould be ptep�md ta dr[vtthe pile deeper ifthe �9a1 criteda datcdbed abave is not <br />�„•,-.• � - <br />rmet��todt �s lo�aidpieeesof wcodmqy be emeonaoeeed duainq tnvtsiietion of Pfpe Pita- If' <br />;i��q:f,�•• . �: � . • - .. • <br />saocog; � ol�nw�hoo: urt Ix becv�ted and iemov��or the piir un lK moved and te-deiven in <br />"�'.ma�a�wuh�tmcNoa6mm.dre�eucarca[an�ineez : <br />��� 'Y!'' ~' .' n� � . <br />S +'.l„' �1-t :f � l ' .. ' . . . <br />'.'�'_ y� .at+. . +... . . . . <br />� ': ".'_-.—"4�,��_ '472'ia�-a.�.s s� : � . - t . � . . . . , .. . . <br />s� <br />: o: Y.=! �:.'-��'IT�CEd�pIEISN7�r9:�O1mU@ �ltOC OgI'Z IOChES� WREOf�111� W i dlQlfl Of 6C IW[ fO1Q CEEC IRto SR6 . <br />•' �� �` oa4�r�Bo�7t. Lato� tlie $tl Lotima� may be deaigued. Cor m. �dat capeciry of 3a Idps and a lataal <br />- <..•: <br />�_��� u�'ty of OZ kips: 'IT�e piaa �hould be Qmvided vrith etxl ieinCvetemmt ta axo�dance with <br />� . = etcuctn�t m9uieamaatr• _ . .. _. � <br />.. y ,.: �.. . _. • � . <br />_;" •Uie oo f4t geoundwater and eavicg caiidttan3 obaeeve� dcfiled pien wi14 l�Cely requ[ce ca�tng to <br />-. monlain open holer• d�ain8.eowtructioa As� en� eiametive, Lke plees cen be consh�rcoed u�ing <br />eudeccestmetErodt De�tgn crioesie.foraugaeaat plles wouldtie the a�a w farddQed piers. <br />• '•Snre�dFoNtees . <br />�' Spmad f�np B�oB �PPo[t on a wmpea;ed cn�hal mck nplecing ebsting filf� ean be' <br />.��- dmauiooed',forea aUo�wble bari� cepedry of 3,000 pounda per aquere foot (ps�. For ahoR-tenn <br />tmvhay loading a aoc�thicd ineress� in this c�pecity caa be uxd For ie+istlug laeerat taading a <br />6�sefrktIortooa�of0.4cmtbepxd. ' � • <br />�. .. . � . • ' . _ . . . . <br />PcojeccNo.'C-326T-I <br />t r�e No. 3 <br />S <br />; <br />