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� . , • <br /> C ` Pag� T�►o <br /> Contoure were delineated at ons and fi�e loot intervals (Ses <br /> atlaohed sita plan). <br /> Four test holee Mere dug Rnd logged at representatit� location <br /> along Sha �lop�, and r�gional obserratione were made of !h� <br /> �ebanluent. . <br /> Slop� Stability� <br /> Ba�ed on the forego� inforation whioh describes th� �orph- <br /> oloay ot th� siopa, s ough ing ot the e�Danlc�ent wh�re saturate <br /> soils occur osn bs e�c�ed to oontinus p�riodicallyy. Th�rs is <br /> � no e�ideace of *assiv� slldinE oaused by �tntig nphio arrangs <br /> e�nt pr�sent in ths vioinity, thus elou�hing rrili �ypioaiiy <br /> in�olw only loose upper soils with a volu�e not ��pected to ' <br /> �xoe�d a few hur�dred oubic yards. <br /> j Conclu�ion� and R�comsendations� <br /> , a���opOa d minimus setbaok for deck tootinge is ehorm on �n <br /> Iovin�hpari�eeterehie setMck �ras d�teriined utilisin� th� loll- <br /> , 1) SSruoture� 4ezture and moisturs oontant of dowr►elops soiis. <br /> 2) Slop� angle and morphology. <br /> 3� Assu�ad tooting depthe. • <br /> i 4) A safeLy factor to allow for possibls ssismic events or <br /> ; poor drainag� practice�. <br /> Remoral of soil t�om !hs baee ot the elope may result in ilop� <br /> inetability which enoroaoh�s on the propoesd eetback. <br /> Proper de�elop�eent practioss for maintaining elops etability <br /> on thi� sit� inolud� th� foilowing� <br /> 1) Hea�y machinery should not be operated nsar ths edge of the <br /> sebsnkwent. <br /> 2) Fill ehould not De sidecast or plec�d Mithin 20fest of !h� <br /> s'bankment. <br /> 3) Storo �rater runoff ehould bs oonwy�d to etorm sewers it <br /> , possible or conveyed via tightline to the baee of the <br /> elops. S�ngle point diechsrge of etorm Mater at the top of <br /> � the bank ehould be particularly avoided. <br /> EAN71V AM[YS/S <br />