e0083 b5awa00000
u n Urgent-NWS_USJ-A_FLOOD_W 12/31 396
NATIONAL WEATHER SERVICE SAN JOAQUIN VALLEY - HANFORD CA 220 PM PST SAT DEC 31 2005
...A FLOOD WARNING HAS BEEN ISSUED FOR THE MERCED RIVER AT POHONO BRIDGE...
RECENT HEAVY RAIN AND EXCESSIVE RUNOFF WILL BRING CONTINUED
RISES ALONG THE UPPER MERCED RIVER THROUGH THIS EVENING.
HISTORICALLY...WHEN FORECAST OR OBSERVED STAGE AT POHONO
BRIDGE REACHES 10.0 FEET...WESTERN PORTION OF NORTH PINES
CAMPGROUND...LOCATED AT THE EAST END OF YOSEMITE VALLEY BETWEEN THE
CONFLUENCE OF THE MERCED RIVER AND TENAYA CREEK...BEGINS TO FLOOD.
WATER RISES TO THE BASE OF THE SWINGING BRIDGE DOWNSTREAM FROM CHAPEL
MEADOW.
WHEN FORECAST OR OBSERVED STAGE AT POHONO BRIDGE REACHES 10.5 FEET...
WATER TOPS THE SWINGING BRIDGE DOWNSTREAM FROM CHAPEL MEADOW. OVERFLOW
FROM WOSKI POND FLOODS ACCESS ROAD(NORTHSIDE DRIVE) LEADING OUT OF THE
WEST ENTRANCE OF THE PARK.
WHEN FORECAST OR OBSERVED STAGE AT POHONO BRIDGE REACHES 11.5 FEET...
THE SEWAGE PUMPING RELAY STATION AT NORTH PINES CAMPGROUND BECOMES FLOODED.
&&
FORECASTS ARE BASED ON PRESENT AND FORECASTED METEOROLOGICAL
AND HYDROLOGIC CONDITIONS AT TIME OF ISSUANCE.
MERCED RIVER AT
POHONO 1 PM STAGE 8.8 FT
FORECAST TO RISE ABOVE FLOOD STAGE SATURDAY AFTERNOON
FORECAST TO CREST NEAR 13.0 FT LATE SATURDAY EVENING
THEN FORECAST TO RECEDE TO NEAR 12.0 FT SUNDAY MORNING
FLOOD STAGE 10.0 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.
DANGER STAGE...
ALONG FLOOD CONTROL PROJECT LEVEES...FLOW IS GREATER THAN MAXIMUM
DESIGN CAPACITY. THIS IS GENERALLY ONE FOOT ABOVE FLOOD STAGE.
$$
DURFEE
EDIS-12-31-05 1433 PST