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• e SE 1 /4, NE 1 /4 SEC 1 1 , T. 28 N., R. 4 E., W.M. <br /> 816-1—CPS <br /> Project Plate Area = 1,184 Sq/ft Maximum Process Flow = 1,100 GPM <br /> 816-1-CPS OIL WATER SEPERATOR uv Co. 2-332P, Galvanized <br /> 4� \\ Cast-In Slab-\ <br /> Plate Cr 4-... Project Plate Area = 1,184 Sq/ft F 16-11 <br /> Maximum Process Flow= 1,100 GPM <br /> TOP SECTION ��\• /� , n a� —. <br /> No.816-CPS-T \/ Di Co. 2Plate Galvanized <br /> t s.25o lbs. /� I r <br /> t _W�r'TNYY Yt i`0•,•;i`i`�T `TYi`�: • <br /> �t� alms <br /> ♦ • <br /> �i`TThYTT <br /> TYTT Ti`NT`�h <br /> 1. i a 'YYY`T Yl i` :7f k`�`YN```i i`Y.,' <br /> YYi. `�y`� h.`�iNr`:SJNr`:K.�, <br /> '•• • l� Y`�Y , TT i;YYY TT Y f <br /> A A SR TTTTTTT i`yyTYYT``�TTT T A <br /> Y ,IlTm.,,,T.TiT lip. I • Ei <br /> 12"OUTLET PIPE \ \ / _ 4 Places Tln Top Anchori PLAN VIEW <br /> II <br /> ,I OUTLET PIPE <br /> I \\ I With Sampling Tee <br /> �llll�l Its Risers As Required By Others <br /> / "OUTLET PIPE TO BE LARGER I <br /> THAN INLET PIPE <br /> TOP ELEVATION I�III 1 <br /> I <br /> L TCoalescing Media7 Ij/ ////�/� i 1 Hold-Down Oil RetainingIgli <br /> Heights <br /> i- // ,-I/ Baffle�$���/ii ��%l / INLET I.E.=564.0r i lw <br /> �/ / 9/r.n I/ _�_ — _ OUTLET I.E.=564.00 <br /> �%//�///// 'r/ INLET PIPEPIPE � � �i' <br /> w m �I��/�//��/P'"k?7 � . i With Sampling <br /> I <br /> n 7n io <br /> o 40„ � SedlnentI ID <br /> 01 _ _ <br /> . Welr 3 <br /> BASE ASSEMBLY /No.816-1-CPS-B J 8-Ton Lift Anchor Coalesnng Media35,920 lbs. 4 Places In Base <br /> E. iiiii <br /> SECTION AA <br /> d STRUCTURAL NOTES: INFORMATION NEEDED: <br /> 8 1. Concrete: 28 Day Compressive Strength f'c= 7000 psi Top Of Separator Elevation: <br /> o Facet••Coalescin Pack J ` 2. Rebor: ASTM A-615 Grade 60 Inlet Pie Size: <br /> - 9s'-t' 12"INLET PIPE 3. Mesh: ASTM A-185 Grade 65 Inlet Pip Elevation: <br /> 4. Design: ACI-318-05 Building Code Outlet Pipe Size: <br /> g For "Minimum Structural Design Outlet Pipe Elevation: <br /> Loading For Underground Precast Concrete <br /> Water and Wastewater Structures BASIC DESIGN INFORMATION: <br /> rn 5. Loads: HS-20 Truck Wheel w/ 30% Impact Per AASHTO INFLUENT CHARACTERISTICS: <br /> Oil Specific Gravity: 0.88 <br /> to <br /> o GENERAL NOTES: Operating Temperature: 50' <br /> 1. All Baffles and Weirs To Be Precast Concrete Influent Oil Concentration: 100 ppm <br /> 3 2. Static Water Depth = 4'-0" Mean Oil Droplet Size: 130 Microns <br /> 3. Contractor to: 0.033 ft min Oil Rise Rate <br /> Supply and Install All Piping & Sampling Tees DesignedPer Washington State Department Of Ecology <br /> 2 Grout In All Pipes 100% <br /> 2 Fill With Clean Water Prior To "Start-Up" Of System FLOW EFFLUENT COLLECTED <br /> Verify All BLockout Sizes and Locations RATE QUALITY SIZE <br /> 292 gpm 10 ppm 60 Microns <br /> UE <br /> E <br /> OIL WATER SEPARATOR <br /> IS N.T.S. <br /> a` <br /> All <br /> CALL 2 BUSINESS DAYS BEFORE YOU DIG Voss <br /> z. <br /> E 1 800 424 5555 V <br /> U UTILITIES UNDERGROUND LOCATION CENTER <br /> 1 <br /> E 7 COMMUNITY TRANSIT Drawing No. <br /> Perteet Drawn Date F <br /> o��o o}} 75%SUBMITTAL °eB1gned By 9/27/16 H,z DD4 <br /> 425-252-770011-800-615-9900 communitytran NOT FOR MM 9/27/16 SEAWAY TRANSIT CENTER <br /> ti 2707 Avenue,Suite 900 Checked - Sheet No. <br /> Colby ,^,:e 3 CONSTRUCTION B 9/27/16 <br /> Vert DRAINAGE DETAILS <br /> Na. Dote Revision By Appr Everett,Washington 98201 Approved By p20110155 023 t Number & FAC I LITY P LAN S <br /> of Total <br />