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EQUALIZATION /.� SERVICE GRATING DIVER GEN <br />PUMPS W/ / I \ GALV. PLANK STYLE VALVES <br />GUIDE RAILSAl <br />, F r <br />A3' DIA.- <br />FLANGED <br />INI ET PIPE <br />INLET BARSCRE <br />FLOAT) <br />1" DIA FEMOTE SWITCHES <br />BLOWER (ONNECTION <br />SEE NCTE #66 <br />4`-0" 1'-1'] <br />: FINISH GRADE <br />TYP, (4) <br />TRANSFER <br />TROUGH W/ <br />V -NOTCH <br />DECANT PIPE <br />WIREWAY do L6' DIA. EMERGENCY <br />A <br />ELECTRICAL OVERFLOW PIPE PLAN VIEW 2" DIA. REMOTE BI <br />CONNECTION BLOWER CONNECTION <br />SEE NOTE #6 SEE NOTE 16 <br />—SERVICE HANDRAILS BLOWERS AND CONTROL PANEL TO <br />PAINTED STEEL LOCATED IN BUILDING ADJACENT TO <br />THE TREATMENT PLANT <br />FLOW CONTROL BOX <br />FLOW SLUDGE AERATION TANK <br />EQUALIZATION TANK HOLDING TANK ELEVATION VIEWW/O SIDE WALL <br />NOTES: <br />1) ALL EXTERNAL PIPNG TO THE TANK IS TO BE SUPPLIED AND 4.) INCOMING ELECTRICAL POWER AND CONNECTION TO THE WIREWAY <br />INSTALLED BY THE INSTALLATION CONTRACTOR, COUPLING ON THE TANK IS BY THE ELECTRICAL CONTRACTOR, <br />CLARIFIER CHLORINE <br />TANK CONTACT <br />TANK <br />6" DIA. <br />FLANGED Al <br />OUTLET PIPE CLARIF <br />WETF <br />TROUT <br />UNDER/ OVER 6' <br />MIXINC BAFFLES <br />CHLORINATOR <br />TABLET FEEDER <br />4' <br />VIEW B- B <br />LIFTING EYES ,L <br />r,- 3" <br />0 <br />TRANSFER TROUGH <br />W/ V -NOTCH <br />EMERGENCY <br />OVERFLOW <br />18,000 GPO PACKAGED WASTEWATER PLANT <br />a. <br />- 3" <br />Control <br />3.) MATERIALS FOR ARCHORiNG OF TANK TO THE FOUNDATION PAD <br />PER PAINT MANUFACTURES RECOMMENDATIONS. <br />yAm&,/ <br />Systems, Inc. <br />DRAIN PLUGS <br />5 TO BE SUPPLIED BY OTHERS 6.) <br />INSTALLING CONTRACTOR TO VERIFY FIELD CONNECTION LOCATIONS <br />MAGNESIUM ANODES -f I - <br />FOR BELOW GRADE <br />APPLICATIONS <br />FOUNDATION PAD VIEW A- A <br />(BY OTHERS) <br />-0" S0. <br />ARff1ER <br />INLET <br />DIA. SLUDGE <br />RLIFT PUMP <br />ESTIMATED <br />SHIPPING <br />WEIGHT <br />33 000 <br />2.} FOUNDATION PAD MATERIALS AND DESIGN IS DETERMINED BY 5.) ALL STEEL SURFACES TO BE PAINTED WfTW A HI -BUILD EPDXOLINE <br />PAINT TNEMEC SERIES #46-H-413 0/E. SURFACE PREP AND <br />0 <br />TRANSFER TROUGH <br />W/ V -NOTCH <br />EMERGENCY <br />OVERFLOW <br />18,000 GPO PACKAGED WASTEWATER PLANT <br />a. <br />FOUNDATION PAD VIEW A- A <br />(BY OTHERS) <br />-0" S0. <br />ARff1ER <br />INLET <br />DIA. SLUDGE <br />RLIFT PUMP <br />ESTIMATED <br />SHIPPING <br />WEIGHT <br />33 000 <br />2.} FOUNDATION PAD MATERIALS AND DESIGN IS DETERMINED BY 5.) ALL STEEL SURFACES TO BE PAINTED WfTW A HI -BUILD EPDXOLINE <br />PAINT TNEMEC SERIES #46-H-413 0/E. SURFACE PREP AND <br />Pollution <br />18,000 GPO PACKAGED WASTEWATER PLANT <br />THE PROJECT ENGNEER AFTER SOIL ANALYSIS IS COMPLETED <br />P(/,��!��s <br />Control <br />3.) MATERIALS FOR ARCHORiNG OF TANK TO THE FOUNDATION PAD <br />PER PAINT MANUFACTURES RECOMMENDATIONS. <br />yAm&,/ <br />Systems, Inc. <br />5 TO BE SUPPLIED BY OTHERS 6.) <br />INSTALLING CONTRACTOR TO VERIFY FIELD CONNECTION LOCATIONS <br />5827 iioppy Hollow <br />Ln, Sutte 18 <br />WEST LANE MOBILE HOME PARK <br />Milford, Ohio 45150 <br />PLANT <br />DESIGN APATION EQUAL. CLARIFIER <br />SLUDGE <br />CHLORINE <br />AERATION. TAMC EQUAL TANK <br />(513) 831-1165 <br />MODEL <br />FLOW TANK TANK TANK <br />TANK <br />CONTACT <br />AIR BLOWERS AIR SLOWER <br />E -moa PoICo Sysftoi.com <br />SCAM PUTT: 311e.1' PeaEc1 K amo a wn. 15030 <br />! NUMBER <br />GPD VO.f1ME VOLUME VOLUME <br />VOLUM£ <br />VOLUME <br />HP CFM HP CFM <br />A ,yimKmn � g v r s ps <br />Ira wsra m m <br />aek+w BY. ,l,pd ox>F� 3/t /15 sHrtr au,,sew W. <br />PP -18 -ESC <br />18,000 18D60 6,069 3,395 <br />4,200 <br />493 <br />5.0 78 1.50 20 <br />al <br />xcv. moa oisawtav raPrtov. <br />x s w "m.Is w o K m 11r <br />xau� >aa or ors uu n rat m et vaa we - <br />w6lrttr r�ssa ? vouumx a«ma mma ac <br />cr — 8Y &W DATE. 3/1/15 1 a 1 1,R51 -01A <br />