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0 100 200 300 <br />119919 <br />Scale 1. Feet <br />SECONDARY <br />TREATMENTPOND <br />NOTES'. <br />1. <br />IN GENERAL. EXISTING FEATURES AND <br />FACILITIESARE SHOWN AS SCREENED <br />BACKGROUND, WITH THE EXCECPTION <br />OF EXISTING FACILITIES THATARE SHOWN <br />.,. <br />BOLD FOR EMPHASIS (E G. STORMWATER <br />_ <br />DITCH AND CULVERT). PROPOSED <br />-, <br />CONSTRUCTION ELEMENTS ARE SHOWN <br />IN HEAVY LINE WEIGHTS. <br />2. <br />THE FLOODPLAIN ELEVATION IS --FEET. <br />THE LANDFILL IS ABOVE THE 100-YEAR <br />FLOOOPLAIN ELVEATION. <br />3. <br />BEARINGSAND DISTANCES SHOWNARE <br />STATE TIDE LAND SYSTEM AS SHOWN ON <br />THAT SURVEY FOR WEYERHAEUSER CO. <br />BY CLARKM LEEMAN LAND SURVEYING IN <br />1990 AND HAVE NOT BEEN TRANSLATED <br />TO THE WASHINGTON COORDINATE SYSTEM <br />OF 1983, NORTH ZONE TRANSFORMED THE <br />1990 SURVEY COORDINATES TO WASHINGTON <br />COORDINATE SYSTEM OF 1983. NORTH ZONE. <br />BASED ON GLOBAL POSITIONING SYSTEM <br />SURVEY BY CLARK M. LEEMAN LAND SURVEYING <br />ON JANUARY 6,1994 THE 1990 SURVEY WAS <br />ROTATED 1-01-29' CLOCKWISE AND SCALED <br />BY A FACTOR OF 0.9890/36, IN TRANSLATING <br />FROM THE 1990 SURVEY COORDINATE SYSTEM <br />(STATE TIDE LAND COORDINATE GRID) TO THE <br />WASHINGTON COORDINATE SYSTEM. <br />4. <br />ELEVATION DATUM IS NATIONAL GEODETIC <br />VERTICAL DATUM-1929, (NGVD-29) BASED ON <br />U.S.C.BG.S. BENCH MARK M•296, LOCATED <br />AT THE NORTH END OF THE BURLINGTON <br />NORTHERN RAILWAY BRIDGE ACROSS THE <br />SNOHOMISH RIVER. ELEVATION • 17.05 FEET. <br />TO CONVERT ELEVATIONS SHOWN ON THIS <br />SURVEY FROM NGVD-29 DATUM TO MEAN <br />LOWER LOW WATER (TIDAL) DATUM ADD 5.93 <br />FEET BIASED ON 1960.1978 TIDAL EPOCH). <br />11.05 FEET NGVD-29 ^ 22.96 FEET TIDAL <br />5. <br />FOR BOUNDARY LINE DATA REFER TO SURVEY <br />" - <br />BY CIARK M. LEEMAN LAND SURVEYING, <br />RECORDED MARCH 31.1992. IN VOLUME 37 OF <br />SURVEYS. PAGES 196THROUGH 2O6. RECORDS <br />OF SNOHOMISH COUNTY. <br />6. <br />SHORELINE DESIGNATION - URBAN <br />CLASS 3 <br />1116 COR /- EMERGENT WETLAND - <br />I <br />EXTERIOR PERIMETER DITCH <br />PERIMETER BERM <br />EXISTING <br />STORMWATER DITCH <br />PROPOSED LANDFILL <br />ACCESS ROAD. <br />STANDING <br />WATER 6 G <br />EXI'A; -.CULVERT—... <br />e <br />i <br />11L <br />/ 1 <br />4�JI 8 1 <br />EXISTING I. 3 ` <br />STORMWAT <br />DITCH <br />0. <br />4 <br />rI �. <br />aT <br />It t <br />`. 1\ SETTLING <br />W <br />BASIN <br />S114 �•1 <br />CDR <br />SEC 5 <br />T29N � ... _ <br />at <br />\"1t <br />.. <br />SECONDARY <br />TREATMENT POND <br />I <br />EXISTING NPDES OUTFALL <br />f `�� NODS (TO BE ELIMINATED) <br />�\ \ <br />'20 <br />. SNOHOMISHRNER <br />ORDINARYHIGH WATERMARK <br />I <br />I ! <br />1332.70 - - <br />•1E'4SE. 2:66640 _ e 133_2,70-- _ -- <br />scLiSCRPROPEmv`. -111000R Y •• �t �IMSCOR_—•• —•Ii,— <br />iVPACIFN:TOPSOILS ) 1 <br />CITY LIMITS <br />EVERETT <br />! }� -:�j <• , <br />T T 41, �J <br />I l I NJ I I J I <br />�{3 3 <br />� I 7 <br />1L vclm 9.2 1 1tt � f1 II I.d1 � 1 i J5 <br />1 t� , CLASS 3 / { <br />EMERGCNT WETLAND J <br />.. / <br />... ,., <br />GUIVEfQJ <br />STING ST RMWATER <br />�V J� <br />EXI OU LE <br />Uc E D I <br />PU ST TI i I I' °, <br />I I <br />E M ) IT IJJ { <br />3 I v <br />m O <br />r <br />2 I y I N �1r 21 <br />C { <br />II 1 <br />CO <br />POSED FIN <br />_--� 15 ' t 1 /1 LOG SCALING STATION <br />15'CU VET Xi IA\41 <br />' J PROPOACCESS <br />SED ROAD FILL <br />ACCESS ROAD <br />Tsll.• - <br />EXIST GFORCE �i' ' �/ COSEC NC WITH <br />BE RE t 1 LEM PLUG/COPPER <br />Y:- — - - - - .' N P9'15'49' E 2061.00 <br />2` am -- — <br />134050 <br />1 � 100.VEAR FLOOD PLAIN ELEVATION (9.0 FEET) J <br />T I^J <br />I <br />1 <br />RT <br />1 <br />1 1 •1 <br />— NEW PU'AP STATION ' <br />µia p AND ae&N CCE LINE {jf <br />uwT <br />.✓E�D„BV FOSS <br />L <br />•9 2 l I I 1 ! t.6 <br />LOGDECKS <br />i, <br />-v1e 15+11 340.50 ) . <br />COR JI U <br />�1 <br />r ,1 <br />!I It <br />{1 1 <br />j a <br />( •I I <br />1 J- <br />1 Ill; 1f� 1 <br />�IllJ�n 1 J � <br />FIGURE 2 <br />SMITH ISLAND LANDFILL <br />CLOSUREIMPROVEMENTS �JJ <br />SITE PLAN l3 <br />SHORELINE PERMIT <br />MARCH 2O04 <br />;■ <br />FlUi N!•IIE: <br />