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4911 VIEW DR 2016-01-01 MF Import
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4911 VIEW DR 2016-01-01 MF Import
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Last modified
3/8/2017 10:31:34 AM
Creation date
3/8/2017 10:31:29 AM
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Address Document
Street Name
VIEW DR
Street Number
4911
Imported From Microfiche
Yes
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3. Silt fcnces should be placed and maintained around the down slope perimeter of the <br /> �xoposcd consuvction arca throughout lhc cntirc construction phasc of thc project until <br /> pennanent landsc�ping and perntanent storm walcr collcction facilitieti have been <br /> inst.�llcd. <br /> a. Soils tha�t are ic� hc reused around thc sitc should bc stored in such a manner as to <br /> rcducc erosion from th.; stockpilc. Protcctivc mcasures may includc, hut arc not <br /> necessarily limited to, c.u��ering with plaslic sheeting, the use of low stcckpiles in flat <br /> areas, or the use of hay hules anJ/or additional silt fences around pile perimeters. Soils <br /> should not be slockpiled on tlte stee,t'}, sloping portions of the site. <br /> 5. Areas strippcd of natural ��cec�atiun during cunstruction shnuld hc rcplanicd as so�n as <br /> �wssiblc or alhcn��isc pro�cctcd. <br /> We appreciate tl�c opportunity to haae hccn of scrvice tu �'uu ��'ith Ihis �unjcct. I( you should <br /> liavc any yucstions rcgardiug this Icltcr, plcasc do nol hcsitatc tu call. <br /> Sinccrcly, <br /> ASSOCIA7'GU GAR'Cli SC1tiNCES, INC. <br /> l?��crctt, 1i:�shinglon <br /> QOA. � . <br /> P W� ,_ <br /> .s���o �t"°�o'pp ` . <br /> w y ' y y ;k_'G�4c:;,�., <br /> ,� <br /> ��.� � ' f i:�. � „` <br /> � � < '� J <br /> �►�o�,pe�41081FwQJC;� \. _� . ,_�_1�� �,,. � <br /> - � �� <br /> Sr�vNAl. �'' � � G�o ' l, <br /> ��,•:rs`�`� :.,TN. Sondergaa��. <br /> (�F�-M'�'IFlE>'�S� - �!.:--'- -- � --' <br /> l__•-- � - <br /> G����ardo Garcia, P.l?. Jon N. Sondcrg:+ard, P.G.. P.G.G. <br /> Scnior Staf7' I:ngineer Principal 8ngineering Gcologist <br /> ;Vciclimcnts: Pigurc I: Viciniq� hlap 1 f � `-7 �O <br /> Fieurc 2: Sitc and Gsploration Plan �,(r, j lY ( <br /> l;�plor:ftion Lnes � � u� � <br /> 1.�G� <br /> ��,.�, <br /> � ��� ,� . ,: <br /> r:...,. . �,. - i�i �nr <br /> 3 ���� <br />
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