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<br />UO O. 71 <br /> <br />-- <br /> <br />* <br /> <br />* <br /> <br />KK MOC-I MAIN OAK CREEK <br />KM COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA MOC-I <br />BA 8.73 <br />PB 4.06 <br />LS 0 77 <br />UD 0.96 <br /> <br />* <br /> <br />* ROUTE HYDROGRAPH FOR SUBAREA MOC-I THRU SPRING DAM <br />* <br /> <br />KKSTRT10 SPRING DAM AT THE LOWER END OF SUBAREA MOC-I <br />KM COMPUTE STORAGE ROUTING THRU SPRING DAM <br />KO 1 <br />RS 1 STOR 0 <br />* CURSORY STORAGE ELEVATION RELATIONSHIP USED <br />SA 1. 46 9.26 <br />SE 7785 7800 <br />* <br />SS 7794 18.5 3.0 1.5 <br />ST 7800 281. 5 3.0 1.5 <br />* <br /> <br />* <br /> <br />KK CP-12 CONCENTRATION POINT 12 <br />KM COMBINE THE HYDROGRAPH FOR SUBAREAS MOC-I,MOC-H,AND ROUTED HYDROGRAPH <br />FROM CP-13 <br />HC 3 <br /> <br />. <br /> <br />* <br /> <br />KK RT12 ROUTING 12--NE OF YORKVALE (ROUTE CP-12 TO CP-11 ) <br />RS 1 STOR 0 <br />* CROSS-SECTION MOC#5 FROM QUAD MAP AND FIELD NOTES (MIDDLE) <br />RC 0.07 0.05 0.07 20300 0.0959 <br />RX 1000 1150 1200 1220 1280 1300 1550 1650 <br />RY 7440 7400 7398 7386 7386 7398 7400 7440 <br />* <br />* <br /> <br />KK MOC-G MAIN OAK CREEK (LIONS CANYON AND EAST BEAR GULCH) <br />KM COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA MOC-G <br />BA 4.69 <br />PB 4.06 <br />LS 0 80 <br />UD 0.40 <br /> <br />* <br />* <br /> <br />KK CP-11 CONCENTRATION POINT 11 <br />KM COMBINE THE HYDROGRAPH FOR SUBAREA MOC-G AND ROUTED HYDROGRAPH FROM CP- <br />12 <br />HC 2 <br /> <br />* <br /> <br /> KK RT11 ROUTING 11 (ROUTE CP-11 TO CP-10) <br /> RS 1 STOR 0 <br /> * CROSS-SECTION MOC#4 FROM QUAD MAP AND FIELD NOTES (MIDDLE) <br /> RC 0.07 0.05 0.07 23150 0.1348 <br /> RX 1000 1066 1096 1100 1200 1204 1225 1250 <br />. RY 7040 7009 7009 7003 7003 7009 7020 7040 <br />* <br />