EUSACBUL (05/15/08 0836)
FGUS86 KSTO 151522
RVSUSA
HYDROLOGIC STATEMENT
NATIONAL WEATHER SERVICE SACRAMENTO CA
822 AM PDT THU MAY 15 2008
...MINOR FLUCTUATIONS ALONG THE UPPER SACRAMENTO RIVER...
FORECASTS ARE BASED ON PRESENT AND FORECASTED METEOROLOGICAL AND
HYDROLOGIC CONDITIONS AT TIME OF ISSUANCE.
CAC103-161522-
822 AM PDT THU MAY 15 2008
SACRAMENTO RIVER ABOVE
BEND BRIDGE 05/15 07:00 STAGE 5.6 FT
FORECAST TO RECEDE TO NEAR 4.0 FT LATE TOMORROW MORNING.
MONITOR STAGE 22.0 FT, FLOOD STAGE 27.0 FT
CAC103-161522-
822 AM PDT THU MAY 15 2008
SACRAMENTO RIVER AT
TEHAMA BRIDGE 05/15 08:00 STAGE 201.6 FT
FORECAST TO FLUCTUATE NEAR 201.5 FT THRU LATE TOMORROW MORNING.
MONITOR STAGE 210.0 FT, FLOOD STAGE 213.0 FT
CAC103-161522-
822 AM PDT THU MAY 15 2008
SACRAMENTO RIVER AT
VINA-WOODSON BRIDGE 05/15 07:00 STAGE 167.6 FT
FORECAST TO FLUCTUATE NEAR 168.0 FT THRU LATE TOMORROW MORNING.
MONITOR STAGE 180.0 FT, FLOOD STAGE 183.0 FT
CAC007-021-161522-
822 AM PDT THU MAY 15 2008
SACRAMENTO RIVER AT
ORD FERRY 05/15 06:30 STAGE 97.6 FT
FORECAST TO FLUCTUATE NEAR 97.5 FT THRU LATE TOMORROW MORNING.
MONITOR STAGE 110.0 FT, FLOOD STAGE 114.0 FT
CAC011-101-161522-
822 AM PDT THU MAY 15 2008
SACRAMENTO RIVER AT
COLUSA BRIDGE 05/15 08:00 STAGE 42.6 FT
FORECAST TO FLUCTUATE NEAR 42.5 FT THRU LATE SATURDAY 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.
EUSACBUL.2312008
