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I <br />St SE <br />�.� <br />1 <br />I <br />Disturbance \ 3 OUARRY ROCK <br />(2,500 SO <br />DISPERSAL PA <br />� 198.79' II <br />I <br />Ex. �I r 2 r°� <br />1.5' - J House)l I i 6 0 0O <br />27x50 <br />z r ' 0`. <br />D <br />O;. <br />199.e4'' N <br />, i l <br />6\ <br />th P/ SF <br />Notes <br />Applicant: <br />Greg Owens <br />118 — 69th St SE <br />Everett 98203 <br />Project located in: <br />NE A, S12, T28N, R04E, W.M. <br />Proposed Impervious <br />Existing Shed <br />Existing New Impervious <br />Total New/Existing Impervious <br />Site Address: <br />123 — 691h PI SE <br />Everett 98203 <br />Parcel #: 00392000003101 <br />Soil Type — Alderwood 2-8% slopes <br />1,209 s.f. <br />240 s.f. <br />2,176 s.f. <br />3,625 s.f. (All dispersed) <br />Erosion Control — The a sting driveway from the owners property will <br />provide constructon access. The lawn and stream buffer vegetalon Is <br />considered ade.goute to filter silt from construction proposed per <br />BMP C102. If silt is exiting the site, then silt fence is to be Installed <br />per BMP C233. Any stockpiles to be covered with plastic within 24 <br />hours per BMP C123. <br />n�k <br />/ V <br />NORTH <br />GRAPHIC SCALE <br />0 25 50 <br />(IN FEET) <br />1 inch = 50 ft. <br />Keyed Notes <br />O1 Proposed 32x30 Sho w/ 18" Eaves <br />(1,155 s.f.<1,400 s.f. <br />� <br />OProposed downspouts to 2 splash blocks with <br />50' vegetated flowpalh segment per <br />BMP 12.50. Grade backfill around building so <br />flow dispersal segments are as shown. <br />O3 Proposed yard drain for runoff from new <br />concrete driveway apron. Flow to go from <br />yard drain though 4' PVC pipe (min 1% <br />slope) to a 2'x3'x6" deep crushed rock pad <br />per BMP 12.60. Min 50' vegetated flow path. <br />O All disturbed soil to be amended with 2" <br />minimum Compost per BMP 12.20 in areas of <br />disturbance not covered by impervious. Ex <br />Shed may be removed. If removed soil to be <br />amended in that area. <br />ONew driveway apron to tie Into existing <br />driveway. Disperse per 3 above (65 s.f.) <br />© Existing NGPA Buffer. <br />O7 Construction Entrance —Existing Driveway. <br />© Existing Impervious is counted as work done <br />under this permit. Area Is dispersed and is <br />2,176 s.f. <br />BY -- - Call 48 Hours <br />Before You Dig <br />1-800-424-5555 <br />or 8-1-1 <br />O4 <br />N <br />2 <br />2 <br />S <br />N <br />m <br />Q <br />0 <br />0 <br />0 <br />a <br />z <br />N <br />Z <br />0 <br />T <br />Z. <br />O <br />W <br />IJ <br />n. <br />Q <br />Ir <br />U <br />0 <br />o <br />a <br />n <br />n <br />v <br />L <br />V1 � <br />CO <br />61� <br />U <br />— <br />m� o <br />III (Pu <br />Q) <br />�Om� <br />01 E <br />Q) <br />0?�T O I= <br />Q <br />tu` a tit <br />C <br />f0 <br />CL <br />N c <br />In <br />C_ ❑] <br />0 <br />L <br />'D N <br />v <br />�11 O <br />fu <br />l'- <br />Sheet 1 of 2 <br />