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SITE SPECIFIC DATA <br />PROJECT NAME <br />PORT OF EVERETT <br />PROJECT LOCATION <br />EVERETT,, WA <br />STRUCTURE ID <br />FH A <br />TREATMENT REQUIRED <br />VOLUME BASED (CF) <br />FLOW BASED (CFS) <br />0. 9 CFS <br />TREATMENT HGL AVAILABLE (FT) <br />PEAK BYPASS REQUIRED (CFS) — 02510100 <br />PIPE DATA <br />l.E. <br />MATERIAL <br />DIAMETER <br />INLET PIPE 1 <br />12.61 <br />CPEP <br />24" <br />INLET PIPE 2 <br />OUTLET PIPE <br />11.28 <br />PVC <br />24" <br />PRETREATMENT <br />BIOFIL IRA TION <br />DISCHARGE <br />RIM ELEVATION <br />19.51 <br />SURFACE LOAD <br />HS20 INDIRECT <br />FRAME & COVER <br />030" <br />030'' 2.5' X 4' <br />024" <br />WETLANDMEDIA VOLUME (CY) <br />10.96 <br />WETLANDMEDIA DELIVERY METHOD <br />PER CONTRACT <br />ORIFICE SIZE (DIA. INCHES) <br />TBD <br />NOTES: GROUNDWATER ELEV = I l q co (MHHW—TIDAL) SALTWATER IN <br />SOIL. UPS VAULT TO HAVE EPDXY COATED REBAR. MWS TO BE <br />WATERTIGHT PER SPEC — HYDROFLEX WATERSTOP OR EQUAL. <br />RECOMMEND FLAP GATE VALVE DOWNSTREAM OF VAULT TO PREVENT <br />TIDAL SURGE FROM ENTERING VAULT INDUSTRIAL MEDIA MIX <br />REQUIRED. <br />INSTALLATION NOTES <br />WERANDMEDIA <br />BED <br />PEAk � � k <br />A&GS <br />cFs fwnt, <br />OUTFLOW PIPE <br />SEE NOTES <br />PATENTED <br />PERIMETER <br />VOID AREA <br />K i M. <br />1PRO 911. <br />EyflA _ <br />13, S3_ ' oco ?z <br />VfAk HGL \ I 'P� <br />1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND <br />INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND j3'30� <br />APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE QEhr�`L <br />MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN <br />MANUFACTURERS CONTRACT. <br />2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER <br />RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY <br />THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY <br />PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS lE OU <br />J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. <br />(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE <br />MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS <br />AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON —SHRINK <br />GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND <br />SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS <br />2'-6" X 4' FRAME & COVER <br />MARKED "MODULAR WETLAND" <br />mmmm19 <br />■■,■■'■ <br />CARTRIDGE <br />MEDIA FILTER <br />5 EACH <br />PLAN VIEW <br />OUTLET FLOW <br />CONTROL ORIFICE & <br />RISER <br />== =_-.igL=- I V.sF_ 1RV:A?MEA K <br />6'-10"4- 12'-10" <br />DISCHARGE 4' PRETREATMENT <br />CHAMBER CHAMBER <br />74" 20'-0' <br />21'-4- <br />4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING ON ELEVATION VIEW <br />PIPES <br />5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, <br />MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES <br />AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED <br />OTHERWISE. <br />6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. <br />GENERAL NOTES <br />1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIA! <br />2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE OR MORE OF <br />DRAW <br />CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 7,425,262, 7,470,362���,376,• PROPERTY OF MODULAR WETLANDS THE INFORMA77ON CONTAINED IN THSYSTEM <br />AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 6,s036I6,• RELATED FOREIGN REPRODUCnON IN PART OR AS A WHOLE 0 <br />VERTICAL <br />UNDERDRAIN <br />MANIFOLD <br />INFLOW PIPE <br />SEE NOTES <br />FG/RIM <br />r <br />W 5> � 100 YR PEA, <br />Hci OVER WEIR <br />14. 86 � 25 YR PEAK <br />HGL OVER WEIR <br />AV <br />�z <br />�x <br />pav�� <br />R£srca <br />W S <br />4'-0------------- <br />i I -_--3'-B" <br />AV 8'-Op 7j' <br />9'-22' <br />RIGHT END VIEW <br />ClfrAk. H61L An CRrIzS- <br />'� jco `a2 = Is,a �4 <br />2sIMz i` - <br />x CIL <br />1 � � <br />LEFT END VIEW <br />