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45'-4 1/2" <br /> 200'SHORELINE PERIMETER 36'-0" _ <br /> MANAGEMENT EL. 15.6' <br /> ZONE(SMZ) <br /> WO[DESIGN WSD <br /> S67'42'39"E = 12.90 <br /> t 1 2 <br /> 0. <br /> CELL#2 <br /> TYR SEDIMENT <br /> } r STORAGE <br /> EL 13 25' 8.0.POERM <br /> ND �_ <br /> EL.6.5' 12 B.O.POND <br /> EL.6.5 <br /> I 1 PERIMETER <br /> EL.15.5' <br /> =1 - SECTION - WETPOND (CELL #1) <br /> A ! NOTES: 1 1/4"_1'-0" <br /> M i 12 CELL#1 <br /> B.O.POND 1. WETPOND SHALL BE SEEDED AND PLANTED WITH VEGETATION <br /> EL.6.5' IN ACCORDANCE WITH ECOLOGY SWMMWW TABLE V-10.3.1 <br /> y EMERGENT WETLAND SPECIES RECOMMENDED FOR WETPONDS. OF THE <br /> APPLICABLE SPECIES LISTED IN TABLE V-10.3.1,THE FOLLOWING LIST IS <br /> THE COMMON NAME OF ACCEPTABLE SPECIES OF VEGETATION TO BE <br /> / PLANTED. <br /> PLANTED IN CENTER 15 FEET OF POND: WETPOOL FLOW LENGTH=168'-0" <br /> -SPATTEROCK <br /> (SMZ _ — — — -WHITE WATER <br /> LILY SLOPE VEGETATION PER <br /> WETPONO REQUIREMENTS <br /> ,rA 5'-0" <br /> 10 FEET WIDE MARGIN OF POND <br /> B -WESTERN SLOUGH-CRASS <br /> —SWI SW SW SW 12 W DESIGN WS <br /> H 2. CELL#1 SHALL BE TUNED WITH AN APPROVED LOW PERMEABIUTY LINER 2 —EL.12.90 <br /> IN ACCORDANCE WITH ECOLOGY SWMMWW CHAPTER V-4. THE LOW <br /> PERMEABILITY LINER SHALL MEET THE FOLLOWING REQUIREMENTS: � v, I INLET EROSION CONTROL/SLOPE <br /> BYPASS STRUCTURE -40 MM THICK GEOMEMBRANE <br /> -ULTRAVIOLET LIGHT RESISTANT PROTECTION PER DETENTION 2 <br /> o <br /> FACILITY REQUIREMENTS I <br /> -BEDDED IN ACCORDANCE WITH MANUFACTURER'S <br /> RECOMMENDATIONS. <br /> o COALESCING PLATE -SHALL BE COVERED WITH 12"OF TOP DRESSING(6" 12"0 PIPET <br /> SEPARATOR CRUSHED ROCK COVERED WITH 6'OF NATIVE SOIL). - <br /> I B.O.POND <br /> EL.6.5 <br /> LEASE BOUNDARY EMERGENT VEGETATION <br /> _ SEDIMENT STORAGE REQUIRED FOR IVETPOOL <br /> LEASE BOUNDARY W.P.CORNER OF DEPTH= 1'-0"MIN DEPTHS 3'OR LESS <br /> CHPIPILINK FENCE -- - - CB_'� SECTION - WETPOND BERM KEE7 <br /> AT GATE <br /> 8 36'-2 1/16" 12 1/a"= t'-0" <br /> n PLAN VIEW - WETPOND AND COALESCING PLATE SEPARATOR <br /> 1 1/16"=1'-0- <br /> MANHOLE OR TYPE <br /> OUTLET PIPE INVERT AT 2 CATCH BASIN <br /> 36'-0" <br /> OUTLET WO ELEVATION PERIMETER <br /> p - EL. 15.5' <br /> 0 WQ DESIGN WS _i- Q WO DESIGN MIS <br /> EL.12.90' - =EL. 12,90' <br /> 12"1 PIPE <br /> 2 <br /> •I 31 i <br /> 12"0 PIPE <br /> -—-—-—-—-—- --_--- ------ <br /> 2B.O.6PON0 <br /> a 1 <br /> INVERT 6 MIN BELOW B"0 PIPE <br /> ��� ` ;:�, TOP OF INTERNAL BERM, C SECTION - WETPOND (CELL #2) <br /> .,-�,i :..i-„' LOWER PLACEMENT IS <br /> t DESIRABLE I 12 I/4"=1'-0" <br /> Y `VALVE(MA)'BE LOCATED INSIDE <br /> MH OR OUTSIDE WITH APPROVED <br /> SECTION - WETPOND (DRAIN) OPERATIONAL ACCESS) <br /> 12 3/8" <br /> a <br /> E <br /> CITY OF EVEf2E:7T <br /> � REVIEWED FOR PERT+tIT <br /> THIS DRAWING,INCLUDING THE PRINCIPLES <br /> OF DESIGN IS THE PROPERTY OF SMG INC. 8625 SW Cascade Ave. <br /> J THE DESIGN SHOWN IN THIS DRAWING IS S. 800 <br /> SITE SPECIFIC AND SHALL BE USED ONLY pV16E Fp _ _ B9aVart00,Oregon 97008 CADMAN HEIDELBERG CEMENT GROUP <br /> BFORLOC THE PROJECT D WINGN ON THE TITLE 04 ego EVER07 DELTA SOIL REMEDIATION FACILITY <br /> WITBLOCK.IF THIS DRAWING IS NOT STAMPED y r <br /> MAY A ENGINEER'S SEAL,THE DRAWING , _ Smith Monroe Gray Phone:503.643.8595 <br /> MAY HAVE BEER REPRODUCED FROM AN Fax:503.643.8610 STORMWATER MANAGEMENT PLAN <br /> CONTROL DOCIZED COPY.S EITHER <br /> AUTHORIZED ENGINEERS, INC. WETPOND PLAN AND SECTIONS <br /> HARD <br /> DOCUMENT IS DIGITALLY PRO A STAMPED <br /> HAxo coax IS RAWINGPROTECTED <br /> 2 REVISED PER CITY COMMENTS 655 42/11/19j�r <br /> vrv✓a.amgengr.cam <br /> ORIGINAL.THIS DRaw1Hc SHALL NOT BE onu, <br /> USED IN A MANNER THAT WOULD BE A 1 ISSUED FOR PERMIT JI2W �cT DRAWN BY DATE CHKD B" DATE SCALE DWG,NO. REV. <br /> 'n DETRIMENT To SMG.ACCEPTANCE OF THIS <br /> MWING IS AN AGREEMENT To THE ABOVE. 0 ISSUED FOR CUSTOMER FINAL REVIEW JP/V J.17.WA_LACE1/29/19 AS NOTED 18-181A-12 2 <br /> SYN REWSIONS BY <br />