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ab/ld/YbaS 15:27 4257478561 GEOTECH PAGE 12 <br /> Lucia Devebpmen4 LLC JN 05233 <br /> August 18,2005 Page 11 <br /> Beneath footings, slabs 85% <br /> orwalkwa s <br /> Filled sbpes�nd Cehind 90Ye <br /> retaini walla <br /> 8596 Tor upper 12 Inches of <br /> Beneath pawrrfen:s subgrade;90%below that <br /> bvel <br /> WMrr.Ynbnum IteMtive Compaetlon r 1h ntle,atpNaad In <br /> pMcrMaOr. d tM eanWebd 3Y d�rrMY te 1M mvdmun drY <br /> d�nMY� n dM�rminM In accorAfne� wkh A9TM Teat <br /> n.sw'auon o 7ss�a�t�Ma woeour6 <br /> The Genera/ section should be reviewed for consideredons related to the reuse of on-site soiis. <br /> Structunl fitl that will he placed in wet wealher ahould consist of e coarse, granular soil with s silt or <br /> day content oT no more tt�an 5 percerrt. The perceMage of partieles passing the No. 200 sieve <br /> should be measured irom that portion of soil passing the three-quaRer-inch sieve. <br /> UMlTA770NS <br /> The anaysas, conelusio�s, and recommendations contained in this �epoA aro based on 3ite <br /> conditions as they e�Asted at the time of our exploration and assume that the soil and groundwater <br /> opnditipns encountered in the test pits and borings s�ta represarrtative of aubsurface conditions on <br /> the site. It the subsurface rnrWitions encounterod during eonstruetion are sign'rf'icarrtly dffereM <br /> from Uwse obaerved in our expbrations,we shnuld ba advised at once so that we can review these <br /> condkions and reconsider our recommendatiau whare necesaary. Unanticipated soil conditions <br /> are commoniy enceuMered on construdion sites and cannot be fully antiapated by merey taking <br /> soil samplos in test p'ds and borings. Subsurface conditiona ean aiso vary betwoen expbretion <br /> locatiores. Such une�q�Cted conditims irequently require making additional expenditures to attain <br /> a properly eonstrueted projed. It is recommended that the owner conaider proviciing e corrtingency <br /> fund to aeeommodate suCh potential extra costs and risks. This is a standard recommendaHon for <br /> ali projects. <br /> This report has been prepared Tor the eacclusive use of Lueia Developmer� LLC, and its <br /> represerttatives, for apediic application to this projeCt and sfte. Our recommendations and <br /> conclusions are based on observed site materials and selediva laboretory tesGng. Our conelusians <br /> and recommendations are professionai opinions derived in accordance with CURent standards of <br /> praetice witNin the seope ot our 9ervices and within budget and time constraints. No warranty is <br /> e�epressed or implied. The scope of our services does nol indude seMces related to construction <br /> safety precautions, and our recommendations are not iM�tded to direct the CorNractors methods, <br /> techniques, sequences, or procedures, exeept as specifieally desCfibed in our mport foi <br /> consideration in design. Our servlees also do not inWude assessing or minimizing the potential for <br /> biobgical hazarcla, such as mold, bacteria, mifdew and fungi in elther the existing or proposed site <br /> developmerd. . I <br /> GEOTECX CONSULTANTS,INC. <br />