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MAXIMUM PROCESS _. <br />6'-6" Top Section <br />6'®-0" Vault <br />UV Co. 2-332P, Galvanized <br />Diamond Plate Cover <br />/rrrr/rrrrrrr/r r///rrrrrrr///r _ <br />\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\ <br />//rrr/rrrrrrr// r///rrr/rrr/rrr � � <br />\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ <br />r/rrrrr/rrr/r// ////r//rr/rrrr/ <br />irrr/rrrrrrr//r ////rr////rr/r/ <br />/////////////// /////rrr/rr//// <br />\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\ <br />Go <br />rrrrrrr//r/rrrr rrrrrrr/rrrrr/r I <br />\\\\\\\\\\ \\\\\\\\\\\\\\\\ <br />�� Diu, Lift Insert <br />PLAN EW 4 Places In Top Section <br />1 1/2" Diu. Lift Hale Hold -Down <br />1 Each Side, 2 Sides - For Coalescing Media <br />TOP ELEVATION <br />INLET I.E. o o a OUTLET I.E. <br />Inlet Pipe - ®Outlet Pipe <br />With Sampling Tee By Others 0_ With Sampling Tee <br />a ® By Others <br />u� <br />q) I <br />I <br />Sediment Weir Coolescing Media VOil Retaining <br />SECTION AA Baffle <br />STRUCTURAL NOTES: <br />1. Concrete: 28 Day Compressive Strength f'c® 7000 psi <br />2. Reber: ASTM A-615 Grade 60 <br />3. Mesh: ASTM A-185 Grade 65 <br />4. Design: ACI-318-05 Building Code <br />ASTM C-890 "Minimum Structural Design <br />Loading For Underground Precast Concrete <br />Water and Wastewater Structures" <br />5. Loads: HS-20 Truck Wheel w/ 30% Impact Per AASHTO <br />GENERAL NOTES: <br />1. All Baffles and Weirs To Be Precast Concrete <br />2. Static Water Depth ® 4*-0" <br />3. Contractor to: <br />Supply and Install All Piping & Sampling Tees <br />Grout In All Pipes <br />Fill With Clean Water Prior To "Start -Up" Of System <br />Verify All BLockout Sizes and Locations <br />SCALE: 3/8" e 1'®0" <br />E <br />INFORMATION NEEDED: <br />Top Of Separator Elevation: 2_42 <br />Inlet Pipe Size: " <br />Inlet Pipe Elevation:296.bl <br />Outlet Pipe Size: <br />Outlet Pipe Elevation:2%.61 <br />BASIC DESIGN INFORMATION: <br />INFLUENT CHARACTERISTICS: <br />Oil Specific Gravity: 0.88 <br />Operating Temperature: 50' <br />Influent Oil Concentration: 100 ppm <br />Mean Oil Droplet Size: 130 Microns <br />0.33 ft/min. Rise Rate <br />Designed Per Washington State Department Of Ecology <br />100% <br />FLOW EFFLUENT COLLECTED <br />RATE QUALITY SIZE <br />110 GPM 10 ppm 60 Micron <br />NOTE. <br />CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE <br />ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. <br />OIL/WATER SEPARATOR (STRUCTURE #`15) <br />Ift MAXIMUMPROCESS - <br />r//rrrr/rrr//rr <br />S-'�i' r/rrr////rr <br />/rr/r/rrrrr//rr <br />rrrrrrr//rr/rrr <br />rr/r///r//rrrrr <br />\\\\\\\\\\\\\\ <br />r/r/rrrrrrrrrr <br />\\\\\\\\\\\\\\\ <br />/r/rrr/r/rrrr/r <br />I,/rr//r/rrrrrrrr <br />/rrrr/rrrrrrrr/ <br />/rrrrrrrr/rrr/r <br />\\\\\\\\\\\ <br />///rrrrrrrrrrr/ <br />\\\\\\\\\\\\ <br />//rrrrrrrrrrrr/ <br />//rrrrr/rrrrrrr <br />\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ <br />rrrrrrrrrrrr/rr <br />//rrrri/rrrrrrr <br />r/rrrr/r/rrrrrr <br />\\\\\\\\\\\\\\ <br />\\\\\\\\\\\\\\\ <br />rr/rrrrrrrrr/r/ <br />//rrrr///rrrrr/ <br />\\\\\\\\\\ <br />\\\\\\\\\\\\\\\ <br />a 41 <br />V <br />C �_ <br />I <br />�� 3/4» Dia. Lift Insert <br />AN VIEW 4 Places In Top Section <br />1 1/2" Dia. Lift Hole Hold -Down <br />1 Each Side, 2 Sides For Coalescing Media <br />TOP ELEVATION <br />INLET I.E. ° ° OUTLET I.E. <br />Inlet Pipe -Outlet Pie <br />With Sampling Tee - With Sam <br />By Others Pipe <br />Tee <br />®q C) By Others <br />a� I <br />0 LO <br />STRUCTURAL NOTES: <br />INFORMATION NEEDED: <br />1. Concrete: 28 Day Compressive Strength f'c® 7000 psi <br />Top Of Separator Elevation: 29- ,3 <br />2. Rebar: ASTM A--615 Grade 60 <br />Inlet Pipe Size: W <br />3. Mesh: ASTM A-185 Grade 65 <br />Inlet Pipe Elevation: 7 <br />4. Design: ACI-318-05 Building Code <br />Outlet Pipe Size: ja° <br />ASTM C-890 "Minimum Structural Design <br />Outlet Pipe Elevation: 297.33 <br />Loading For Underground Precast Concrete <br />Water and Wastewater Structures" <br />BASIC DESIGN INFORMATION: <br />5. Loads: HS-20 Truck Wheel w/ 30% Impact Per AASHTO <br />INFLUENT CHARACTERISTICS: <br />Oil Specific Gravity: 0.88 <br />GENERAL NOTES: <br />Operating Temperature: 50' <br />1. All Baffles and Weirs To Be Precast Concrete <br />Influent Oil Concentration: 100 ppm <br />2. Static Water Depth = 4'-0" <br />Mean Oil Droplet Size: 130 Microns <br />3. Contractor to: <br />0.33 ft/min. Rise Rate <br />Supply and Install All Piping do Sampling Tees <br />Designed Per Washington State Department Of Ecology <br />Grout In All Pipes <br />100% <br />Fill With Clean Water Prior To "Start -Up" Of System <br />FLOW EFFLUENT COLLECTED <br />Verify All BLockout Sizes and Locations <br />RATE QUALITY SIZE <br />110 GPM 10 ppm 60 Micron <br />SCALE: 3/8" 1'-0" <br />N OTE: <br />CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE <br />ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. <br />OIL/WATER SEPARATOR (STRUCTURE #26) <br />N TS I N TS <br />z� <br />w <br />co <br />p 4 ¢ <br />NAVIX PROJECT O S y 6 3 1-i ' <br />PROJECT ADDRESS <br />EVERETT, WA 98203 <br />5 <br />ZA <br />®F IAA <br />.a 41872TE '�®�, �ROI Sg ���v <br />��SIOiVAL E��'� <br />OZ//2/202/ <br />REVISIONS <br />ISSUED FOR: <br />PUBLIC WORKS SUBMITTAL <br />PW RESUBMITTAL <br />t <br />