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STREAM GAGING DATA <br />Selected stream sites were studied for stage <br />and rainfall nu7off response where houses and <br />roads could be impacted by floods from the <br />Missionary Ridge burn area. Stream sites were <br />selected by discussions with volunteers, citizens, <br />and the County Office of Emergency <br />Management. Six streams were selected where <br />where staff gages were installed (Figure 5). Crest <br />stage gages were installed at sites using 1/2" <br />slotted PVC, with a wetting stick inside, and cork <br />in the bottom of the PVC pipe. A rise in stream <br />stage is recorded on the stick by floating cork in <br />the slotted PVC. <br />Volunteers teamed up to collect stage data <br />on a daily basis, as available. A method was <br />developed for estimating streamflow discharge, <br />and classes were taught in the field for volunteers <br />to make discharge estimates using simple tools. <br />At one of the sites (South Fork Weasel Creek), <br />discharge and stage were determined, and from <br />these data, stage-discharge relationships were <br />developed (Figure 6). Data were not successfully <br />collected at Jack and Red Creeks. Streamflow <br />discharge and stream stage hydrographs are <br />shown in Figures 7 and 8. <br />Figure 5. Staff gage at the Jack Crcck culvert <br />for County Road SOIa. <br />STAGE-DISCHARGE RATING CURVE <br />SOUTH FORK WEASEL CREEK <br />14 <br />D <br />p 12 <br />U <br />w <br />y <br />w 10 <br />a <br />w <br />w g <br />w <br />U <br />00 <br />U 6 <br />z <br />w <br />~ 4 <br />a <br />x <br />U <br />y 2 <br />D <br />0 <br />DISCHARGE = 35.233`STAGE - 0.0562 <br />RZ = 0.9981 <br />0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 <br />STAGE, IN FEET <br />Figure 6. Stage-discharge relationship for determining discharge fiom <br />stream stage at South Fork Weasel Creek. <br />s~L <br />