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• Site Plan <br /> N <br /> 1 ' ;, OLD oeuplDAThO p <br /> STREET f' f 6UIU)fIIg w€THw x <br /> er rofwAr — w <br /> 3 � <br /> w -----4Yww <br /> p <br /> t 3 P `,, P 4P P ,. t p <br /> t <br /> 1 <br /> j JNF-2 1 t <br /> ,j No ern Property,.-a `� \ <br /> / ii <br /> / .< ! \ <br /> 00 ~moo <br /> 1 <br /> t CiR GH4 . <br /> f :N N. our 3 r <br /> A x / v D.totnTO y I f1 <br /> a CITY O �46R6TT <br /> Ai afi5t?si7v 33+ <br /> Crc�s? CVRpm TO T7 INF-1 ' 1 <br /> 2 n.A�t7O oa f f £� f14 <br /> It } (�J <br /> � u, TP 2 f _ BEd <br /> 4 <br /> } \,., <br /> 0 � �Spds <br /> uthern 'ep� €NE, , a / <br /> fi <br /> °Jilloe .�v i <br /> -r WOOD Pere..: --1t ag woc E <br /> ~z � <br /> 6' WOOD 18-CP C <br /> i <br /> LEGEND <br /> C <br /> INF-1 i <br /> Property line _x;_ Number and approximate <br /> l location of infiltration test pit 0 30 60 u <br /> ! TP 1 V__ ; <br /> A A Approximate location _, _ Number and approximate <br /> t t of cross-section I location of test pit Scale: 1 inch=30 feet <br /> Reference: Site Plan based on a plan dated April 3,2018 titled"Boundary/Topographic Survey for Elm Homes LLC.,"prepared by ASPI. <br /> Project Number 1 NELSON GEOTECHNICAL No. Date Revision By CK <br /> Zillah Street Residential N ASSOCIATES, INC. fr <br /> 1040718 Development Infiltration <br /> ' " I 6/fl 8 Oig'"a' OPN LSB <br /> GEOTECHNICAL ENGINEERS ee GEOLOGISTS z <br /> Site Plan WoodmreiN Perk* East Wenatchee Oxflw <br /> Figure 2 in,i..3..en Avo NE.A,Nkt 552E 6ndcY!y L.A.n2 <br /> wcua<i nv:b WA AO7! .'x,Elm-OA..ce.INA WW2h <br /> .2'�f4 tha1(.0 Fax. Oa Xr+.„ ww.. ...,24..+w'.q n.mnt f:fFs)665-Th Cxe!ar:Lw)5.1697 2 <br />