FGUS86 KSTO 201535 RVSUSA HYDROLOGIC STATEMENT NATIONAL WEATHER SERVICE SACRAMENTO CA 835 AM PDT SUN JUL 20 2008 ...LITTLE CHANGE EXPECTED ON THE UPPER SACRAMENTO RIVER... FORECASTS ARE BASED ON PRESENT AND FORECASTED METEOROLOGICAL AND HYDROLOGIC CONDITIONS AT TIME OF ISSUANCE. CAC103-211535- 835 AM PDT SUN JUL 20 2008 SACRAMENTO RIVER ABOVE BEND BRIDGE 07/20 07:00 STAGE 5.5 FT FORECAST TO FLUCTUATE NEAR 5.5 FT THRU NEAR TOMORROW NOON. MONITOR STAGE 22.0 FT, FLOOD STAGE 27.0 FT $$ CAC103-211535- 835 AM PDT SUN JUL 20 2008 SACRAMENTO RIVER AT TEHAMA BRIDGE 07/20 08:00 STAGE 202.7 FT FORECAST TO FLUCTUATE NEAR 203.0 FT THRU NEAR TOMORROW NOON. MONITOR STAGE 210.0 FT, FLOOD STAGE 213.0 FT $$ CAC103-211535- 835 AM PDT SUN JUL 20 2008 SACRAMENTO RIVER AT VINA-WOODSON BRIDGE 07/20 08:00 STAGE 168.6 FT FORECAST TO FLUCTUATE NEAR 168.5 FT THRU NEAR TOMORROW NOON. MONITOR STAGE 180.0 FT, FLOOD STAGE 183.0 FT $$ CAC007-021-211535- 835 AM PDT SUN JUL 20 2008 SACRAMENTO RIVER AT ORD FERRY 07/20 07:00 STAGE 98.2 FT FORECAST TO FLUCTUATE NEAR 98.0 FT THRU NEAR TOMORROW NOON. MONITOR STAGE 110.0 FT, FLOOD STAGE 114.0 FT $$ CAC011-101-211535- 835 AM PDT SUN JUL 20 2008 SACRAMENTO RIVER AT COLUSA BRIDGE 07/20 08:00 STAGE 44.8 FT FORECAST TO FLUCTUATE NEAR 44.5 FT THRU TUESDAY MORNING. MONITOR STAGE 63.0 FT, FLOOD STAGE 70.0 FT $$ UNLISTED FORECAST POINTS ARE EXPECTED TO REMAIN BELOW MONITOR STAGE. ALL THOSE AFFECTED BY RIVER CONDITIONS SHOULD REMAIN ALERT FOR RAPID CHANGES AND FOR POSSIBLE FORECAST REVISIONS. MONITOR STAGE... INITIAL ACTION STAGE...ALONG UNLEVEED SECTIONS OF THE RIVER... OVERBANK FLOWS MAY COVER LOW-LYING LANDS AND LOCAL ROADS. ALONG FLOOD CONTROL PROJECT LEVEES...LEVEE PATROLS BECOME MANDATORY. AT A WEIR...THE POINT AT WHICH OVERFLOW BEGINS AT A WEIR. FLOOD STAGE... ALONG UNLEVEED SECTIONS OF THE RIVER...OVERBANK FLOWS ARE OF SUFFICIENT MAGNITUDE TO CAUSE CONSIDERABLE INUNDATION OF LAND AND ROADS...OR SIGNIFICANT HAZARD TO LIFE AND PROPERTY. ALONG FLOOD CONTROL PROJECT LEVEES...THIS IS THE STAGE AT WHICH THE FLOW WITHIN THE LEVEE IS AT MAXIMUM DESIGN CAPACITY. $$