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��. .w cuno ib:Y/ 425747B561 <br /> � , GEOTECH PAGE 12 <br /> Luqa Deve/opmenG LLC . <br /> Augu6t 18,2005 JN 05233 <br /> Page 11 <br /> Bene�th footlngs, slahs 95% <br /> or waikwa <br /> Filled slopes antl behind 90% <br /> retain(n tvaps <br /> Beneath 95%tor�pper 12��c��� <br /> Pevements subgrade;909'o below that <br /> level <br /> wharo:Mintmum RelaGv!Compadfon Is th ratlo,e"„p��ed en <br /> D�rcMb9os� of tl�e Comp�cbd drY�MmHy to the mwdmum dry <br /> d�nsky� ac d�eartn(eed In acwrdanu wMh ASTM Test <br /> D�a�9mtlrn D 7557-9'1(Nudifletl Proctar). , <br /> The Ge�eraf section should 6e reviewed for oonsiderations related to the rruse of onaRe soils. <br /> Sttuctural fili that will be placed in wet weather should consist of a coarse, granular soil with e efk or <br /> «�Y �ntent of no more th�.,� 5 percerrt, The percerrtape of palticles passhlq the No. 204 sfeve <br /> should he measured irom thai portton of sai passing the three-quarter-inch sieve. <br /> _4MITA770NS <br /> The analyses, condusions, and recommendaHons coMained in this report are based on site <br /> corlditiotls as fhey e�dsted at the Gme af our ezplordtion dnd assurne�hat the soi�and groundurater <br /> conditions encountered in the test pits and borings are rppreyer�t�� of���ce ���� a� <br /> the sfte. If the subsurfaoe conditlons encountered during construc8an are sigrlficantly differetn <br /> from those observed in olu expbrations, we should be edvised at once so that yue pn review y�e� <br /> conditions end reconsider our recommendations yvhere ne��, Unarrticipated eo(� condklons <br /> are commonly encountered on construction sites and cannot be fu��y arttlppa� by, merely fak(ng <br /> soil samples in test pits ahd borings. Subsurface oonditions can also vary ��� e���� <br /> lopdons. 5uch unexpected conditions freque�Uy require making addiUo�al expenditures to etta�n <br /> a properly censtructed project. It Is reaommended that the owner consider provlding e contingencyr <br /> fund to accommodate such potential extra costs and �isks. Th(s is a standard r�ecommendation for <br /> all.proJects. <br /> This report has been prepared for the ezdusive use of Luda Developmerrt, LLC, and Ms <br /> representaUves, for specific application to this project end ske. Our I�eCommendat�ons and <br /> conClusions ere based on observed site materials and seledive laboretory tey��y, Our conclusfons <br /> and rer,pmmendatians are professlonal opinions derived in accorclance with cuRer�t standards of. <br /> P�ctice +Mthin the acope of our services and within budget and timp constrafnts. No warrar�ty is <br /> QxPressed or implied. The scope of our serv(ces does not indude servlces �elated to cwistruction <br /> safety precautions, and our recommendallons are not intended to direct the opr�ractors ��ods, <br /> techniques, sequences, or procedures, except as specifically described (n our report for <br /> consideration in design. Our services also do not include assessing or mintmizing the po�ential for <br /> 6iobgical hazards, such as mold, bacteria, miidew and fungl in either Ute ex(sting or proposed slte <br /> developmerrt, <br /> GE07ECH CONSULTANTS,INC. <br /> � <br />