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r <br />, � <br />Genln¢ic /nves(ikation and Cien(echnical GnEineerinx Reporf <br />1219:1 /adrorrn Ave. - !.o! ? <br />IivcrutL IPnshn�g(on <br />�� <br />�-0�_�o <br />( A well developed top soil horizon was encountered witLin each of the augured holes. The top soil <br />horizon extend from 1.7' to over 3.5' below surficial grades at the hole locations. This was underlain <br />Iby a loose to medium dense, wet to saturated, gray browu to blue gray sacdy silt to silty sand (ml-sm, <br />wealhered Qtb). The soil tended to become somewhat denser with depth. The soil types encountered <br />�. within the augured holes correlated well witU those expected based on the background data researcLeci <br />for the investigation. <br />3.4 Ground Water and Surficial Drainaee <br />The ivterbedded nature of tlie sands and silts along with the apparent wet to satwated consistency of the <br />soil observed below the site suggests that shallow ground water seepa,�,e does occur. Most likely this is <br />a wet weather occurreuce, being present predominantly during the winter months of the year. <br />Significant amoants of surficial drainage was noted along the northem side of the site. It appears that <br />this sur6cial drainage w.:s coming on-site from downspouts and other d'vected drainage off of the <br />liouse to tl�e uortli. <br />4.0 CONCLUSIONS AND RECOMI��NDATIONS <br />Based on our site recounaissance, subsurface explorations and office studies, the development of t6is <br />site and construction of the proposed single family residence is feasible from a geologic and <br />geotechnical standpoint, utilizing spread footing foundations and conventional construction measures. <br />6 GES, lnc. � <br />