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.. -..v.+.vxnivs�a �OOJ � <br /> D�llq HOmC9, I➢C. ' ' I <br /> luty 12, 1999 i <br /> pnga 2 <br /> ' 8 Nuil(�no4o[pa ty�µ��pd p��e p�1���NCa'�Y. Tha wutLwwt wmer of r6is la u cv <br /> Iunaln as N.ti.P.A. <br /> CONCl,USION6 AND RECOMMENDAT101VS <br /> GENERqL <br /> Wc macluCc d,az ma homec m�y be construcceE ac r}iuwn on [he preliminary site pL,n� <br /> dated 7unn 19, 1995 provided Prc�autions arG tnken du�Ag�a,try�n ss followx: <br /> � aay uldidoaol fill pincal mi the tlope muit be propulr coropa�,ta1 and mus:pe r�y,�oq <br /> thc embdt�ent sinpes. <br /> • A:lpemianencslop�s�;�y6���������y����onof�;lV�orizoutalu�rticnt) <br /> ur fl:�r, or retuiuinE walls be wnc[Nc;aJ az pepdod, ' <br /> . � Fouqdaeoa subE,�de and Appmpr�ak slopo su-backs of fuuUng foun4��ons urc eyalu�nd <br /> by a quWiticd Individusl during.onstucdm�. <br /> • Su6a��rfnco Jraina;o mcu,uras (infil�rulvo[roasL�)arc cvdlwctcd Juci�e constructio�ecd <br /> providcd ag ncalal. . <br /> • Apy�opriue eroslon conArol messuros&tipn,vJded. � <br /> Each of thcse icmmm�-,�a� � d'ua�wcd tn more qrxa0 po�ow, }��b� ��a <br /> retommc.-�datiu�x aze Implemar,tod duriag�p�uucGun,ic It pur opiniaa tLat lapdsl(de nnd�17pe <br /> Siel]ililY co�CtICS 3T0 40t l6 LSSII�. <br /> EARTHWORK <br /> A;reeommeudod in t�e coa�wc�ioa m�n�gemv,t z�,�l t14 plac�on;he slopp�ou1d <br /> hQ 'keycd• In�o �he slope hy cuninE a aeries of horimo,el bancha �tito the <br /> Caos�cr[a w �e siope gradioot. Each benc6 shr.uld bQ a minimum oA 3 feac�w�de.�'We <br /> :s:.uWu+axi mu etrueNral fill 6e place�in bo:iaomal lifta which an l6 I�d�ea or lese iu loosa <br /> �6ic;caees. The motswra cumam of the ti11 soil must 6e uij�.stcd ac ne�ssarY aad ths fill <br /> eOmpBctccl !v a�:Lieve 93 percapt coq�pacdoa o[ttie MDD(mr.cm�.,,, d drny; <br /> A;I �tm P �' rr)' <br /> P' �t i10 p9 SAOuId he WGSQyqy{� � gp yp�JjN�IVO uE 7}I:IV 0[ 21ASfBf. Fj�j <br /> ahould 6e drefullY ;pmu:ued un the dopo�co, o�d�e slopc�cxn 6a ovabuilc eod eui oack w <br /> Wa approprla�a .InF� ����ation, As discussal in a subsoqyent aeaion af tlu� re�on, tll <br /> permanent dopes fl'�oYld 6a 5ydfavriled a;6ppq ys ppe91b10. <br /> W e rc.rommcod tl�ac a te�ecentaqv�frvm cur furr ohwavs r�e p�opuacion for�pl�remmy <br /> aLd mmt�a�:liun at crructu,al ftit. An adequate numbec pf �o-p��� d�}ry, �u should b� <br /> 7crforair� ui rhe�Cdl tu evaluu[a ii the aYecifled Eepf�e ai opmppCdpa fs�Isved. ., <br /> SNqLLOW FOUNpAT10N SU?POqr <br /> Shallaw fuundacionc uuy b: drst�nec! using an aUownWe bcxriuK pressuro oi z,000 psf <br /> prov'rled footieg;are feuAd�J oa scruttur�l till compasted as rewrumendDd ekw0. ot on dG�sa <br /> O � s L n p i n � � r � <br /> ' Tllc Na.179am7.pM • . <br /> _ - . <br /> .. .. . . �. . � „ i1 <br /> � <br /> . U.".'"T ._ _ . .. . � .'. <br /> : M.d4`Y$e+rc.(F �4ir:fl.�:Sim+ #�i.•virt'.: � T�'�blw �.+c........ � . . ,... _ .._- <br /> _. .....� u.vf.•e. <br />