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GENERAL NOTES -- <br />- <br />CURRENT 40-51 GPM FLOW RATE FROM FIELD MEASUREMENTS AND <br />HISTORICAL RUN TIME ASSUMING 875 GALLON SUMP. FUTURE GPM <br />FLOW RATE IN PARENTHESES INCLUDES FUTURE PIW CONTRIBUTIONS <br />FROM 40-58, 40-25 MOBILE CONTAINMENT SYSTEM (MCS), AND <br />® <br />40-24 AQUEOUS WASH BUILDINGS. <br />DUTY POINT GPM SHOWN FROM DRAWINGS OR PUMP NAME PLATE. <br />FLOW RATE IN PARENTHESES ESTIMATED FROM MODEL RESULTS. <br />�5 CURRENT <br />FUTURE <br />REFERENCE DRAWINGS. <br />165GPM <br />350GPM <br />30" HG — 150 PSIG <br />8,000 GPD AVG <br />28,000 GPD AVG I <br />145-001-1002-514 <br />289000 GPD MAX. <br />79,000 GPD MAX � <br />145-001-1002-515 <br />PI <br />� <br />145-001-1002-516 <br />145-001-1002-518 <br />145-001-1002—S19 <br />sal <br />145-001-1002-521 <br />145-001-1002—S22 <br />145-001-1037-51 <br />n <br />145-001-1047-509 <br />145-001-1047—S10 <br />PUMP: P15 <br />145-001- OM 114 <br />250 GPM AT 140 TDI-!F <br />145-001-4001—M 1 <br />399X289—?�X" <br />�) <br />CD <br />145-001 —4001 —M9 <br />20 HP, 1755 RPM <br />>- <br />145-001-4019—M7A <br />460V/3PH/60HZ <br />145-001-4019—M7B <br />45-01 PAINT HANGER <br />R.nr <br />ISSUED FOR CONSTRUCTIO <br />2, 0 <br />-2020 <br />Kennecly/Jenks Consultants <br />Federal Way, Washington <br />