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; <br /> c)ctuber 11, 2U11 <br /> Mr. Han�c}�Jubic <br /> L&A Job\o. 11-0G4 <br /> Yagc 1 U <br /> Annlication %ol�i�l�.�cimum Drv Densit�� <br /> Nitlun building pads of udditions�id garacc 95"�� <br /> Road�+�aprDri��e�v�y subgrade 9�%n li�r lop 3 lect :utd 9U%bclow <br /> 13;�semenUltetaiiung ���ull backfill 92% <br /> Utility tren�h backtill 9�% for top� feet and 90%below <br /> BUILllING S�TI3ACK <br /> 'fhc purposc of building setUack from the top or toc or :u� o�•erly steep purtion ol a sloPc is to <br /> cstablish u sufe bufCer sucli that if� slope f'uilure should occur on thc slopc, the stubility of the <br /> structure can bc mauituined and damages to thc structurc minimized. Factors aftccting required <br /> se[back of the ne��•residence from die crest of aidjacent steep slope include: geolo�ical cunstraints <br /> �such tis soil and h}'drological conditions) ol' the sitc. hazazd from development to subject <br /> property und surrouuding properties/right-of-��'n)'s, impact of constnution ntethod and technique <br /> on critical arena, mitigation of irupacts ott critical arca�s, impact of utility installation and road�+•ay <br /> construction on gcologically h���ardous arcas, ctc. <br /> llie suhjcct sitc is underluin hy dcnse silry sand and hnrd line sundy silt of lugli sheur strength <br /> «•ith Lugti resistance ;�ainst slope failmts. Tl�erefore, �eolugical restraints oY tlie sitc ��'hich may <br /> impact tlic stability of the adjucent steep slope are citlicr non-eristent or can be minimizcd to an <br /> acceptablc le��el uF risk il' the recommcndations in dus report are Ihlly implemcnted twd <br /> obsened. 'fhe �egetation cover on die steep slope should be prescrvcd and not to be disturbed. <br /> Arcas devoid of�'eeetation cover duc to construction flcti��ities slioulJ be seeJed and re-vegctated <br /> as soon :�s possible. �Ve understmid thal gr�ding oP building pad attd drive�vay tutd Uuilding <br /> fi�otprint erca�ation for tlic dc�clupment of tlie ne��� residence ���ill be achie4•ed �+'ith <br /> cum•cntiontil eurth�vork cyuipmcnt. If the rccommcndations in this mport sue follo���ed Jurin� <br /> LIU & ASSOCiATES, INC. <br /> _ .� <br /> r , <br /> , . � <br /> � <br />