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� �qpE GEOT.=CHNICAL- �fV�• <br /> _ Job No. 9207-0SG <br /> August 6, 1992 <br /> stabilitv <br /> � The exiating uncontrolled fill reduces the stability of the slope and should be removed or reduced <br /> if possible. The uncomtolled fill reduction could be accomplished through a daylight basement <br /> ,.� design, which we u�:derstand is being considered. <br /> -, Excavated material should be removed from the site. Under no circumstances should excavated <br /> materials be pushed over the slope. <br /> ,_ Bnildin¢Seib�sk <br /> - Foundations for the proposed structure should be kept back at least twelve (12) feet from the <br /> edge of the natural slope. <br /> c:. .,ar�tion Gradine and E�ion �onStQ! <br /> - Deep cuts u'e exPecte�l �n the basement area which will be located near an exisdng slope. We <br /> - recommend that uncontrc+lled fill, vegetation, topsoil, and soils containing organic material be <br /> - removed from the building area only. Exc�vated soils sho�ld not be placed on or near the <br /> existing slope. All heavy equipment should be kept away from the top of the cut. We <br /> recommend that the site be graded to direct runoff water away from the cut and the exisdng <br /> siope. <br /> Temporary construction drains should be used to direct all surface water away from the building <br /> excavation. Weil defined interceptor tre.�c'fi drains and collection ditches are a suitable <br /> � �m��y m�,;;,_,;e, particulazly along the..rest of the steep slope and at the crest of the building <br /> � excavation. All bare, sloping ground should be cov a�he bot om of thetcut alape afterhwo�rk <br /> ac che top, and is we�ghted down on the slope face an <br /> � 5 <br /> r <br />