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S N 0 H 0 M I S H R I V E R <br /> EXISTING OUTFACE <br /> (IE.11.08') <br /> EXISTING 12' III <br /> STORM DRAIN -. <br /> CATCH BASIN I. <br /> CB13 <br /> I3 � <br /> (SMZ) <br /> SWL-14 <br /> VVV <br /> 1200'SHORELINE <br /> .MANAGEMENT �I (� <br /> ZONE(SMZ) <br /> - CATCH BASIN <br /> SWL-13A CB12 <br /> WETPOND SWL-1313 <br /> WATER SAMPLE <br /> SWL-10 _ POINT <br /> 9 <br /> CATCH BASIN <br /> CB01 BYPASS STRUCTURE <br /> SW-SW_SW -04, / r <br /> SWL- <br /> � w 7L���- W SWL-11 SWL-12 <br /> a <br /> n � W.P. <br /> 6 W x x 3 BAY <br /> COALESCING <br /> G PLATE <br /> SEPARATOR <br /> SEE SHEET 11 FOR DETAILS <br /> / LEASE BOUNDARY <br /> ' CA SITE M PLAN — STORMWATER MANAGEMENT PLAN (CONT'D) <br /> s <br /> k <br /> OF OESIGNNS THE PRONG PERTY ERNE OF EMSNC. 86255W Cascade Ave. =s= <br /> m THE DESIGN SHOWN IN THIS DRAWING IS Suite 600 <br /> W FOR THE P OJECT SMALL <br /> ON THEEDTII�LE y�Jpfw FO Beaverton,Oregon 97008 CADMAN HEIDELBERG CEMENT GROUP <br /> BLOCK.IF THIS DRAWING IS NOT STAMPED yT EVERETT DELTA SOIL REMEDIATION FACILITY <br /> S YA A ENGINE R'S SEAL,THE DRAWING ' - Smith Monroe Gray <br /> PNone:503.843.8595 <br /> NAYY BEEN REPRODUCED FROM A AN <br /> UNAUTHORIZED COPY.AUTHORIZED F. 503.643.8610 UTILITIES <br /> HARD GOwDORNoiciruLY°PROTECTEo PED o+ s ENGINEERS, INC. STORMWATER MANAGEMENT PLAN <br /> m ORIGINAL.THIS DRAWING SHALL NOT BE `@ c+ N^M4.fimgengrxom <br /> oNAT EN <br /> USED IN A MOWER THAT WOULD BE A 9 DRAWN 8V FA'TE CiKU i" pNTE SCALE pWG.N0DETRIMENT M NER ACCEPTANCE OE THIS iDRAWING IS AN AGREEMENT TO THE ABOVE. 2 REVISED PER CITY COMMENTS b55O6 07 19 .a-F04/2019 AS NOTED 18-181A-10A 2 <br /> SYIA. REVISIONS BY DATE N D <br />