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<br />... BA <br />PB <br />LS <br /> UD <br /> * <br /> * <br /> KK <br /> KM <br /> 11 <br /> HC <br /> * <br /> KK <br /> RS <br /> * <br /> RC <br /> RX <br /> RY <br /> * <br /> <br /> * <br />. KK <br />KM <br />10 <br /> HC <br /> * <br /> KK <br /> RS <br /> * <br /> RC <br /> RX <br /> RY <br /> * <br /> * <br /> <br /> KK <br /> KM <br /> 9 <br /> HC <br /> * <br /> KK <br /> RS <br />e * <br />RC <br /> <br />5.34 <br />4.75 <br />o 80 <br />0.39 <br /> <br />CP-10 CONCENTRATION POINT 10 <br />COMBINE THE HYDROGRAPH FOR SUBAREA MOC-F AND ROUTED HYDROGRAPH FROM CP- <br /> <br />2 <br /> <br />RT10 ROUTING 10 (ROUTE CP-10 TO CP-9) <br />1 STOR 0 <br />REPEATED CROSS SECTION MOC#4 FOR ROUTING <br />0.07 0.05 0.07 13600 o . 0922 <br />1000 1025 1046 1050 1150 1154 1174 1250 <br />6520 6500 6486 6480 6480 6486 6500 6520 <br /> <br />* <br /> <br />KK MOC-E MAIN OAK CREEK <br />KM COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA MOC-E <br />BA 2.99 <br />PB 4.75 <br />LS 0 80 <br />UD 0.30 <br /> <br />* <br /> <br />CP-9 CONCENTRATION POINT 9 <br />COMBINE THE HYDROGRAPH FOR SUBAREA MOC-E AND ROUTED HYDROGRAPH FROM CP- <br /> <br />2 <br /> <br />RT9 ROUTING 9 (ROUTE CP-9 TO CP-8) <br />1 STOR 0 <br />CROSS-SECTION MOC#3 FROM QUAD MAP AND FIELD NOTES (MIDDLE) <br />0.07 .040 0.07 11400 0.0532 <br />1000 1100 1250 1282 1300 1332 1442 1542 <br />5740 5720 5701 5688 5688 5701 5720 5740 <br /> <br />KK MOC-D MAIN OAK CREEK <br />KM COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA MOC-D <br />BA 1. 74 <br />PB 4 . 75 <br />LS 0 56 <br />UD 0.32 <br /> <br />* <br /> <br />* <br /> <br />CP-8 CONCENTRATION POINT 8 <br />COMBINE THE HYDROGRAPH FOR SUBAREA MOC-D AND ROUTED HYDROGRAPH FROM CP- <br /> <br />2 <br /> <br />RT8 ROUTING 8 <br />1 STOR <br />CROSS-SECTION <br />0.06 0.04 <br /> <br />(ROUTE CP-8 TO CP-6) <br />o <br />MOC#2 FROM QUAD MAP AND FIELD NOTES (MIDDLE) <br />0.06 13200 0.0242 <br />