EUSANBUL (01/05/08 0856)


FGUS86 KSTO 050441
RVSLSJ
HYDROLOGIC STATEMENT
NATIONAL WEATHER SERVICE SACRAMENTO CA
841 PM PST FRI JAN 04 2008

...MINOR RISES ON THE LOWER SAN JOAQUIN SYSTEM...


.MINOR RISES ON THE COSUMNES RIVER ARE EXPECTED OVERNIGHT.
HOWEVER... MONITOR STAGES ARE NOT FORECAST FOR MICHIGAN BAR OR
POINTS DOWNSTREAM.  
 
FORECASTS ARE BASED ON PRESENT AND FORECASTED METEOROLOGICAL AND 
HYDROLOGIC CONDITIONS AT TIME OF ISSUANCE.

CAC067-077-060441-
841 PM PST FRI JAN 04 2008

MOKELUMNE RIVER NEAR 
  BENSON FERRY NEAR THORNTON 01/04 20:15 STAGE 5.5 FT
    FORECAST TO FLUCTUATE NEAR 6.0 FT THROUGH EARLY TOMORROW MORNING
THEN FORECAST TO RISE TO NEAR 8.5 FT LATE TOMORROW EVENING WITH A CONTINUED 
RISE EXPECTED.
      MONITOR STAGE 12.0 FT, FLOOD STAGE 17.0 FT





CAC005-017-067-060441-
841 PM PST FRI JAN 04 2008

COSUMNES RIVER AT 
  MICHIGAN BAR 01/04 20:00 STAGE 4.7 FT
    FORECAST TO RISE TO NEAR  6.0 FT EARLY TOMORROW MORNING THEN FORECAST 
TO FLUCTUATE NEAR 5.5 FT THRU LATE TOMORROW EVENING.
      MONITOR STAGE 7.0 FT, FLOOD STAGE 12.0 FT





CAC067-077-060441-
841 PM PST FRI JAN 04 2008

COSUMNES RIVER NEAR 
  MCCONNELL 01/04 20:15 STAGE 27.4 FT
    FORECAST TO RISE TO NEAR  35.0 FT TOMORROW EVENING THEN FORECAST TO 
FLUCTUATE NEAR 35.0 FT THROUGH LATE TOMORROW EVENING.
      MONITOR STAGE 40.0 FT, FLOOD STAGE 46.0 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.




EUSANBUL.0022008