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�� <br />Page �Uc <br />It ie our opinion thaatibleewithc hebencountered geology, pro- <br />thaL is �afa and comp <br />vid�d that the followin8 recommendatione are i�limented� <br />An interceptor trenc�heha�Tl sea un�aAltypical�eection ofs <br />foot contour durin8 y The trench ehould <br />interceptor trench ie eho�+n on p•sge 9. <br />theasttachedcdetailnto prevent eloughing.�d filled per <br />Organic and looee soile ehall bs removed prior to the <br />placement oS fill under and adjacent to the building site. <br />tolprovide retention andpweightddistributionyslongathed <br />slope. <br />Cut banYa shall be lesa thnn 3 feet. <br />Excavation and inetailation of the interceptor ahall b� <br />supervieed by the engineer. <br />Additional Commente� <br />The conclueior.e and recommendntione preeented herein are pro- <br />fessional opinione. Theee opinions are baeed on generslly <br />wa1c,x°.anty is expreseed or��Plied,and practice, and no oth�r <br />Soil conditione may vary between test pit locationa, and ii <br />e countered�tShiatfirm�ehould�be�contacted. thie r�port are <br />We truet that the information preeented herein ie adequate for <br />beuofpeervics to you� niLhie pr ject.CIftyouhnesdpadditionil�� <br />information or clarification, plenee call. <br />The following p68es are included nnd complete thia report� <br />pa8e 7� Site Plan a.�d Geologic Section. <br />page g� Interceptor Trench Section. <br />p8a, g_14� Soil Loga. <br />E <br />5�1. <br />Prepared <br />Revierved and approved <br />Sincerely, <br />Earth An�lyeis <br />byi Allan Fny, Geclogiat. <br />G� �� _ <br />bY'I f/�/I g ip'� , P.E. <br />%� �-2�ac� ?L. <br />EApTtl AMILYS/S <br />