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HomeMy WebLinkAboutMiscellaneous - Exception (451)SEWAGE PUMP STATION DESIGN COMPUTATIONS Job No. 9302 For: -„,, . Michael &Elaine Morgillo Calculated by: CRO Date: -021281-2002 Checked by: VVT DESIGN DATA: DESIGN FLOW 440 Gal/Day SOIL CLASS II PERC RATE 20 Min/Inch FORCE MAIN DIA. 2 SDR 21 PVC HAZEN WILLIAMS C -VALUE 150 SUBMERSIBLE PUMP SPECIFICATIONS: MANUFACTURER: MODEL #: HORSEPOWER: IMPELLER DIAMETER: SOLIDS HANDLING: Peabody -Barnes SE411 0.4 5.44” 2" PUMP CLAMBER SPECIFICATIONS: STORAGE DISCHARGE: SPEED: VOLTAGE: PHASE: PRIMARY 440.0 gallons RESERVE 440.0 gallons VOL. IN PIPE RUN 15.5 gallons TOTAL 895.5 gallons DIMENSIONS 1500 (H-10/Mon.) Gallon Pump Chamber LENGTH* 10.16 feet WIDTH* 5.00 feet DEPTH* 4.33 feet *INSIDE DIMENSIONS ELEVATIONS INLET INVERT ALARM ON OFF SUMP CALCULATE STATIC DEAD: DISCHARGE ELEV. PUMP OFF ELEV. TOTAL STATIC HEAD 89.80 feet 88.2 feet 87.7 feet 86.5 feet 85.5 feet 101.07 feet 86.5 feet 14.6 feet 9302SDSrev.xls 2 " NPT 1750 RPM 115V SINGLE Page 2