EUSACBUL (01/09/09 0759)
FGUS86 KSTO 091600
RVSUSA
HYDROLOGIC STATEMENT
NATIONAL WEATHER SERVICE SACRAMENTO CA
800 AM PST FRI JAN 09 2009
...NO SIGNIFICANT CHANGE EXPECTED ON THE UPPER SACRAMENTO RIVER...
FORECASTS ARE BASED ON PRESENT AND FORECASTED METEOROLOGICAL AND
HYDROLOGIC CONDITIONS AT TIME OF ISSUANCE.
CAC103-101600-
800 AM PST FRI JAN 09 2009
SACRAMENTO RIVER ABOVE
BEND BRIDGE 01/09 06:00 STAGE 1.2 FT
FORECAST TO FLUCTUATE NEAR 1.0 FT THRU TOMORROW MORNING.
MONITOR STAGE 22.0 FT, FLOOD STAGE 27.0 FT
CAC103-101600-
800 AM PST FRI JAN 09 2009
SACRAMENTO RIVER AT
TEHAMA BRIDGE 01/09 07:00 STAGE 200.3 FT
FORECAST TO FLUCTUATE NEAR 200.0 FT THRU TOMORROW MORNING.
MONITOR STAGE 210.0 FT, FLOOD STAGE 213.0 FT
CAC103-101600-
800 AM PST FRI JAN 09 2009
SACRAMENTO RIVER AT
VINA-WOODSON BRIDGE 01/09 07:00 STAGE 166.2 FT
FORECAST TO FLUCTUATE NEAR 166.0 FT THRU TOMORROW MORNING.
MONITOR STAGE 180.0 FT, FLOOD STAGE 183.0 FT
CAC007-021-101600-
800 AM PST FRI JAN 09 2009
SACRAMENTO RIVER AT
ORD FERRY 01/09 07:00 STAGE 96.8 FT
FORECAST TO FLUCTUATE NEAR 96.5 FT THRU TOMORROW MORNING.
MONITOR STAGE 110.0 FT, FLOOD STAGE 114.0 FT
CAC011-101-101600-
800 AM PST FRI JAN 09 2009
SACRAMENTO RIVER AT
COLUSA BRIDGE 01/09 07:00 STAGE 40.7 FT
FORECAST TO FLUCTUATE NEAR 40.5 FT THRU SUNDAY 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.1042009